Bengt Broms - Foundation Engineering
May 12, 2017 | Author: Iancu-Bogdan Teodoru | Category: N/A
Short Description
Foundation...
Description
Foundation Engineering – Bengt Broms
Foundation Engineering by Prof. Bengt B. Broms
April, 2007
http://www.geoforum.com/knowledge/texts/broms/index.asp
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Foundation Engineering – Bengt Broms
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Foundation Engineering – Bengt Broms
Foundation Engineering by Prof. Bengt B. Broms April, 2007 The textbook can be read by chapers or searched by keywords.
Table of contents:
Pages
1. Aspects of foundation engineering
1
2. Soil mechanics
13
3. Geotechnical field investigations
39
4. Bearing capacity of foundations
55
5. Foundation settlements
69
6. Factors to consider in foundation design
93
7. Spread footing design
101
8. Special footings and beams on elastic foundations
107
9. Mat foundations
113
10. Lateral earth pressure
121
11. Soil retaining structures
143
12. Pile foundations - Single piles
173
13. Single piles - Dynamic analysis
213
14. Pile foundations - Pile Groups
221
http://www.geoforum.com/knowledge/texts/broms/index.asp
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Foundation Engineering – Bengt Broms
Chapter 1. Aspects of foundation engineering 1. Foundations of buildings and structures
Page 2
Keywords: pile, raft, footing
2. Effects of underground installations on foundations
2
Keywords: tunnel, ground water, water main, sewer line
3. Soil deposit
3
Keywords: clay, sand, rock, ground water
4. Interactions between buildings
3
Keywords: settlement, clay, shale, tunnel, sewer line
5. Requirements of a foundation
4
Keywords: economy, safety, settlement, seasonal changes, construction problem, environment,
6. Development of geotechnical analysis
4
Keywords: empirical, theoretical, semi-empirical, computers
7. Soil investigation methods
5
Keywords: seismic, boring, penetration test, test pit, pressure meter test, plate load test, CPT, SPT, WST, geophone
8. Bearing capacity of footing Keywords: heave, flow line, equipotential line, settlement, failure surface, flow net, heave
9. Pressure bulb below footing
5
6
Keywords: settlement, stress increase, compressibility
10. Settlements caused by lowering of ground water level
6
Keywords: sand, clay, leaking sewer line, piezometer, ground water
11. Differential settlement below structure
7
Keywords: differential settlement, cracks
12. Mat foundation
7
Keywords: elastic springs
13. Lateral earth pressure
8
Keywords: active earth pressure
14. Design of retaining walls
8
Keywords: retaining wall
15. Anchored sheet pile walls Keywords: sheet pile, anchor, vertical component
16. Braced excavations
9 9
Keywords: strut, lateral earth pressure, sheet pile, bottom heave
17. Reinforced earth Keywords: concrete element, steel strip, aluminium strip
18. Pile foundations
10 10
Keywords: concrete pile, steel pile, timber pile
iv
Foundation Engineering – Bengt Broms 19. Ultimate bearing capacity of piles
11
Keywords: point resistance, skin resistance, ultimate resistance
20. Pile groups
11
Keywords: bridge abutment, fill, soft clay, negative skin friction
Chapter 2. Soil mechanics
Page
21. Concepts in foundation engineering
15
Keywords: soil mechanics, engineering geology, foundation engineering, theory, experience
22. Description of soil properties
15
Keywords: index properties, soil classification, stress condition, permeability, deformation property, shear strength
23. Definition of geotechnical terms
16
Keywords: void ratio, porosity, water content, unit weight, dry unit weight, unit weight of solid, specific gravity, degree of saturation, gas, water, solid
24. Determination of grain size distribution
16
Keywords: grain size, percent finer, hydrometer analysis, sieve analysis, sand, effective grain size, coefficient of uniformity, well graded, uniformly graded, poorly sorted, poorly graded, clay, silt, sand, gravel
25. Plasticity of soils
17
Keywords: plasticity index, shrinkage limit, plastic limit, liquid limit, water content
26. Plasticity chart
17
Keywords: liquid limit, low plasticity, medium plasticity, high plasticity, A-line, clay, silt, plasticity index
27. Distinction between clay and silt
18
Keywords: plasticity, settlement rate, dilatancy, dry strength, settlements, suspension
28. Structure of clay
18
Keywords: dispersed, flocculated, positive charge, negative charge
29. Standard Proctor compaction test
19
Keywords: dry unit weight, dry density, maximum dry density, saturated, optimum water content, water content
30. Proctors compaction tests
19
Keywords: standard Proctor test, modified Proctor test, blows, layer
31. Compaction curves
20
Keywords: clay, silt, sand, till, standard, modified, water content, dry density
32. Unified soil classification system
20
Keywords: gravel, sand, silt, clay, organic, peat, well graded, poorly graded, silty, clayey, low plasticity, high plasticity, ML, CL, OL, MH, CH, OH, liquid limit
33. Tripartite soil classification chart
21
Keywords: percent, clay, sand, silt, particle size
34. British Standard Code of Practice for Soil Investigations (CP 2001) Keywords: soil description, consistence, density, structure, colour, particle size, geological formation
v
21
Foundation Engineering – Bengt Broms 35. Rock description (CP 2001)
22
Keywords: colour, grain size, texture, structure, state of weathering, rock name, strength,
36. Darcy's law
22
Keywords: coefficient of permeability, hydraulic gradient, flow,
37. Permeameter for determination of laboratory permeability
23
Keywords: standpipe, Darcy´s law
38. Pumping test for determination of field permeability
23
Keywords: permeability, piezometer, infiltration test
39. Permeability of soils
24
Keywords: gravel, sand, silt clay, pumping test, permeability test, constant head, falling head, consolidation test, d10
40. Flow net determination
24
Keywords: flow line, equipotential line
41. Effective stress concept Keywords: effective stress, pore water pressure, total stress
42. Seepage pressure (negative pore water pressure)
25 25
Keywords: effective stress, seepage pressure, total stress
43. Seepage pressure (positive pore water pressure) Keywords: effective stress, seepage pressure, total stress, quick condition
44. Stress-strain relationship of soil
26 26
Keywords: stress, strain, secant modulus, ultimate stress
45. Hyperbolic stress-strain relationship
27
Keywords: stress, strain, hyperbolic curve
46. Modulus of elasticity
27
Keywords: stress-strain relationship, Poisson's ratio, modulus of elasticity
47. Shear modulus
28
Keywords: shear stress, shear modulus, shear deformation
48. Compression modulus
28
Keywords: coefficient of lateral earth pressure at rest
49. Stability of footing on soil
29
Keywords: shear strength, failure surface, heave
50. Coulomb-Mohr failure criterion
29
Keywords: Coulomb-Mohr,Terzaghi-Hvorslev, angle of internal friction, attraction, cohesion, shear strength, normal stress
51. Mohr's stress circle
30
Keywords: shear stress, normal stress, failure surface, friction angle, cohesion
52. Effective stress concept Keywords: ambient stress, deviator stress, pore water pressure, pore pressure coefficient A, pore pressure coefficient B
53. Mohr's circle for clay soil
30
31
Keywords: shear stress, normal stress, compression stress
31
54. Stress path concept
vi
Foundation Engineering – Bengt Broms Keywords: p-q curve
55. Stress path concept, Kf failure line
32
Keywords: cohesion, friction angle, p, q, Kf
56. Typical values of angle of internal friction of soils
32
Keywords: gravel, sand, silt, clay, relative density, angularity, gradation, particle size
57. Undrained shear strength of cohesive soils Keywords: c/p-ratio, effective stress, undrained shear strength, ground water level
58. c/p-ratio of clays
33 33
Keywords: normally consolidated clay, plasticity index
59. Correction factor for undrained shear strength Keywords: plasticity index, stability, clay, c/p ratio
60. Effective friction angle as function of plasticity index
34 34
Keywords: friction angle, plasticity index
61. Short term stability of an excavation Keywords: excavation, normally consolidated, overconsolidated, initial ground water level, shear strength
62. Long term stability of an excavation
35
35
Keywords: normally consolidated clay, overconsolidated clay, flow lines
63. Effective stress analysis
36
Keywords: sand, shear strength, drained test
64. Total stress analysis
36
Keywords: saturated soil, c-analysis,
65. Determination of shear strength
37
Keywords: sand, silt, short term, long term, saturated, non-saturated, c-analysis,
66. Laboratory tests for determination of shear strength of cohesive soils Keywords: direct shear test, triaxial test, unconfined compression test, fall cone test, vane test
67. Laboratory tests for determination of undrained shear strength
37
38
Keywords: direct shear test, triaxial test, unconfined compression test, fall cone test, laboratory vane test
68. Field tests for determination of undrained shear strength
38
Keywords: field vane test, pressuremeter test, cone penetration test, standard penetration test, weight sounding test
Chapter 3. Geotechnical field investigations 69. Geotechnical soil exploration methods
Page 41
Keywords: geophysical, sampling, penetrometer, plate load test, pressuremeter test, piezometer
70. Objectives of soil investigation
41
Keywords: stability, settlements sand, silt, clay, rock, ground water, safety factor, structure, construction
vii
Foundation Engineering – Bengt Broms 71. Depth of investigation for structures
42
Keywords: footing, raft, pier
72. Site investigation
42
Keywords: map, site visit, authorities, contractor, topography, buried services, geological condition, previous use of site
73. Site investigation (cont.)
43
Keywords: climatic condition, material, hydrological condition
74. Planning of site investigation
43
Keywords: water main, pond, road, building
75. Seismic refraction method
44
Keywords: geophone, distance, travel time, time, detonation, chart
76. Surface investigation
44
Keywords: trial trench, trial pit, casing, ground water
77. Soil sampler
45
Keywords: slot sampler, rotation, sand, silt, peat
78. Soil sampler
45
Keywords: split spoon sampler, SPT, Shelby tube sampler
79. Swedish foil sampler
46
Keywords: steel foil, piston sampler, steel foil, casing, piston
80. Undisturbed samples
46
Keywords: piston, friction, gas, sample, friction, stress release, disturbance
81. Rock drilling
47
Keywords: double tube core barrel, diamonds, coring bit, outer tube, inner tube, ball bearing
82. Rock quality designation (RQD)
47
Keywords: description, RDQ, very poor, poor, fair, good excellent
83. Field vane test
48
Keywords: Sgi, undrained shear strength, casing, rod, sheath, vane, clay, measuring head, torque
84. Field vane test Keywords: Geotech, slip coupling, undrained shear strength, friction, torque,
85. Pore pressure probe
48 49
Keywords: piezocone, jacking, cable, clay, pore pressure, excess pore pressure, layer, undrained shear strength
86. Pressuremeter Keywords: guard cell, measuring cell, Menard, water, gas
87. Evaluation of Pressuremeter test
49
Keywords: cell pressure, volume, expansion of cell, shear modulus, Poisson's ratio, Pressuremeter modulus, limit pressure, shear modulus
88. Plate load test
50
Keywords: beam, anchor, plate, jack, dial indicators load, displacement, load
89. Screw plate test
50
Keywords: displacement, pressure, strength, sand, jack, field compressometer
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Foundation Engineering – Bengt Broms 90. Evaluation of plate load test
51
Keywords: settlement, load, ultimate large plate, small plate, diameter
91. Plate load test, clay
51
Keywords: large plate, small plate, settlement
92. Total stress cell
52
Keywords: Glötzl cell, coefficient of lateral earth pressure, at rest, clay
93. Piezometer
52
Keywords: pore water pressure, crack, hydraulic fracturing, pressure, volume,
94. Triaxial test
53
Keywords: lateral earth pressure, water saturation
95. Coefficient of lateral earth pressure at rest, sand, clay
53
Keywords: sand, clay, normally consolidated, plasticity index
96. Determination of ground water level
54
Keywords: pumping, well
54
Chapter 4. Bearing capacity of foundations 97. Bearing capacity of surface foundation
Page 57
Keywords: load, settlement, ultimate load
98. Failure mechanism of surface foundation
57
Keywords: general shear failure, local shear failure, punching, failure surface, compaction
99. Failure zones below surface foundation
58
Keywords: overburden pressure, active Rankine zone, Prandtle zone, Passive Rankine zone, cohesion, unit weight of soil
100. Determination of bearing capacity of surface foundation
58
Keywords: shape factor, bearing capacity factor, unit weight, inclination, base factor, ground factor, width, cohesion, friction angle
101. Bearing capacity factors
59
Keywords: angle of internal friction, N-factor, cohesion, weight, bearing capacity
102. Effective stress analysis of foundation on sand Keywords: drained triaxial test, shear strength, vertical load, horizontal surface, friction angle, width
103. Plain strain friction angle
59
60
Keywords: plain strain, triaxial test
104. Punching failure
60
Keywords: loose sand, loose silt, friction angle, cohesion
105. Bearing capacity of footing in sand
60
Keywords: effective overburden pressure, ground water, N-factor
106. Bearing capacity of footing in sand (layered soil)
61
Keywords: footing, soil layer, density, depth, width
61
107. Footing in excavation
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Foundation Engineering – Bengt Broms Keywords: depth, boundary
108. Effect of hydraulic gradient on bearing capacity
62
Keywords: flow line, equipotential line
109. Effect of adjacent footing in slope
62
Keywords: failure surface, log spiral failure surface, slope
110. Log spiral
63
Keywords: friction angle
111. Bearing capacity of footing (log spiral)
63
Keywords: log spiral, shear strength
112. Effect of horizontal load on bearing capacity Keywords: vertical load, horizontal load, failure surface
113. Equivalent area of surface footing
64 64
Keywords: length, width, round, triangular, eccentricity
114. Total stress analysis of foundation in clay Keywords: undrained shear strength, vertical load, horizontal surface, bearing capacity
115. Effect of soil layer on bearing capacity of footing in clay
65 65
Keywords: vertical plane, horizontal plane, isotropic, circular failure surface, depth, width
116. Effect of overburden pressure on bearing capacity in clay
66
Keywords: total overburden pressure, allowable load, ultimate load, depth
117. Pressure distribution below footing in clay and sand
66
Keywords: ultimate bearing capacity, elastic theory, design load,
118. Pull out resistance of shallow footing
67
Keywords: depth, friction angle, shape factor, density, weight
119. Pull out resistance of footing at depth Keywords: shape factor, friction angle, depth, weight
120. Bearing capacity on rock
67 68
Keywords: unconfined compressive strength, steel point, pile, allowable load, ultimate load
Chapter 5. Foundation settlements 121. Settlements of foundations
Page 72
Keywords: cracks, tower of Pisa
122. Stress distribution below point load
72
Keywords: stress increase, Boussinesq, pressure bulb, equal stress increase
123. Stress below strip load
73
Keywords: distance, depth, diameter, stress increase, load
124. Influence chart
73
Keywords: Influence value, squares, load
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Foundation Engineering – Bengt Broms 125. 2:1 - method
74
Keywords: surface load, stress distribution, width, depth
126. 2:1 - method at corner of footing
74
Keywords: depth, stress increase, loaded area, length, width
127. Settlement below footing
75
Keywords: clay, silt, sand, immediate settlement, primary settlement, secondary settlement, first loading, cyclic loading
128. Settlements in clay and silt
75
Keywords: normally consolidated, overconsolidated, primary settlement, secondary settlement, total settlement, modulus, pressuremeter, oedometer, elastic method, undrained shear strength
129. Settlements in sand
76
Keywords: first loading, cyclic loading, compression modulus, coefficient of subgrade reaction, SPT, CPT, WST, triaxial test, plate load test
130. Immediate settlements in clay
76
Keywords: theory of elasticity, correction factor for depth, Poisson's ratio, influence factor, modulus of elasticity
131. Correction factor for foundation depth
77
Keywords: Poisson's ratio, width, depth,
132. Determination of compression index
77
Keywords: void ratio, effective stress, compression index, liquid limit, stress increase
133. Determination of settlements from compression test Keywords: preconsolidation pressure, effective stress, corrected curve, applied pressure, void ratio, settlement, load scale
134. Principle of settlement calculation
78
78
Keywords: primary settlement, void ratio, water content
135. Settlement below footing
79
Keywords: effective stress, applied stress, ground water, void ratio
136. Determination of precosolidation pressure
79
Keywords: preconsolidation stress, effective stress, void ratio
137. Determination of coefficient of consolidation (logarithmic)
80
Keywords: consolidation curve, time, logarithmic, primary consolidation, secondary consolidation, coefficient of consolidation, dial reading
138. Coefficient of consolidation (square root)
80
Keywords: time, settlement, coefficient of consolidation
139. Secondary consolidation
81
Keywords: time, void ratio,
140. Effect of surface fill on stress distribution
81
Keywords: compression modulus, pore water pressure, total stress, effective stress, stress increase, time, ground water, fill, compression modulus, sand, clay, settlement
141. Estimate of modulus of elasticity in clay Keywords: clay, undrained shear strength, normally consolidated, overconsolidated
142. Soil modulus from cone penetration test (CPT) Keywords: sand, clay, Bowles
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82 82
Foundation Engineering – Bengt Broms 143. Determination of modulus from plate load test
82
Keywords: settlement, elastic range, coefficient of subgrade reaction, load
144. Estimate of settlements below footing on sand
83
Keywords: pressure bulb, modulus of elasticity, sand, clay, load
145. Settlements of footing on clay
83
Keywords: width, settlement
146. Effect of plate diameter on bearing capacity of plate on sand
84
Keywords: width, settlements, sand
147. Estimate of modulus of elasticity from Standard penetration test (SPT)
84
Keywords: sand, clay, SPT, N-value
148. Estimate of modulus of elasticity from cone penetration test (CPT
85
Keywords: sand,
149. Estimate of modulus of elasticity in clay from Standard penetration test (SPT) and undrained shear strength
85
Keywords: clay, modulus of elasticity, N-value
150. Allowable footing pressure based on SPT N-values
86
Keywords: bearing capacity, settlements, blow count, N-value
151. Settlements of footing on sand from cone penetration test, CPT Keywords: footing, raft, allowable pressure, cone resistance
152. Allowable settlement below building
86 877
Keywords: crack, differential settlement, sewer line
153. Damage due to foundation settlements Keywords: clay, sand, ground water, flexural cracks, shear cracks, total settlements, differential settlements
154. Floating foundation
87
88
Keywords: compensated foundation, building weight, fill, settlement
155. Effect of ground water lowering from tunnel on building settlements
88
Keywords: ground water level, clay, sand, tunnel
156. Effect of trees on ground water near building
89
Keywords: settlements, distance to building, tree height
157. Differential settlements between adjacent buildings
89
Keywords: settlement, soft clay, crack
158. Negative skin friction due to ground water lowering Keywords: pile, cracks, settlements, ground water level
159. Swelling potential of soil below building
90 90
Keywords: heave, swelling potential, seasonal variation, ground water, sewer line, leaks, watering, plasticity index, liquid limit, shrinkage limit
160. Effect of pile installation on adjacent building
91
Keywords: clay, sand, pile, area of influence, heave, settlement
161. Allowable differential settlements below structure Keywords: rotation, differential settlements, USSR code, structure type, distance between footings
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91
Foundation Engineering – Bengt Broms Chapter 6. Factors to consider in foundation design 162. Examples of foundation design
Page 94
Keywords: footings, raft, piles
163. Design considerations
94
Keywords: seasonal change, frost heave, change of ground water level, internal erosion, piping, adjacent excavation, soil creep, sink holes, vibrations, deterioration of concrete
164. Factor of safety of foundation
95
Keywords: increase of safety factor, time, ultimate pressure, minimum
165. Determination of factor of safety for different structures
95
Keywords: forces preventing failure, forces initiating failure, moment, dams, fill, retaining wall, sheet pile, braced excavation, footing, mat, raft, uplift, heave, piping
166. Factor of safety of slope Keywords: centre of rotation, length of failure surface, resisting moment, initiating moment, resisting force
167. Stability of slope in clay
96
96
Keywords: weight of soil, sliding, slip circle, undrained shear strength
168. Factor of safety of slope in clay
97
Keywords: weight of soil, slip circle,
169. Probability of failure
97
Keywords: coefficient of variation, mean value, standard deviation, load, strength
170. Load combinations
98
Keywords: dead loads, live load, wind load, earthquake load, load factor
171. Characteristic load
98
Keywords: load factor, partial factor of safety, shear strength, friction angle, cohesion,
172. Coefficient of variability
99
Keywords: loads, soil properties, analysis, construction, safety factor, reliability, low, very low, medium, high, very high
173. Factor of safety
99
Keywords: coefficient of variability, stability, settlement, stability safety, settlement factor, low, medium, high, very high
174. Minimum load factors and partial safety factors
100
Keywords: loads, soil strength, dead load, live load, static water pressure, environmental load, cohesion, friction,
175. Effect of adjacent structures
100
Keywords: stress increase, settlement, new, old, lateral earth pressure
176. Effect of excavation
100
Keywords: stability, excavation
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Foundation Engineering – Bengt Broms
Chapter 7. Spread footing design 177. Spread footing Keywords: reinforcement, floor slab, soil reaction
178. Footing types
Page 102 102
Keywords: trapezoidal, column, strap, wall, combined, footing with moment
179. Design considerations Keywords: compression in concrete, pedestal, punching, cover, tension reinforcement, reinforcement
180. Critical section
103
103
Keywords: reinforcement, masonry, steel, base plate,
181. Critical section of footing
104
Keywords: shear force, shear stress,
182. Bond stress in footing
104
Keywords: bond stress, reinforcement
183. Eccentric force on footings
105
Keywords: eccentricity, footing, moment
184. Design of eccentrically loaded footing Keywords: allowable pressure, eccentricity, width,, moment
185. Eccentrically loaded footing
105 106
Keywords: stress, allowable pressure
186. Drainage of footings
106
Keywords: drain
Chapter 8. Special footings and beams on elastic foundations 187. Special footings and beams on elastic foundations
Page 108
Keywords: beam, strap, moment, eccentricity
188. Combined footing
108
Keywords: elevation, plan
189. Load distribution on footing
109
Keywords: concentrated load, moment distribution, shear stress distribution, pressure
190. Winkler foundation
109
Keywords: spring, elastic, soil reaction, coefficient of subgrade reaction, actual, load, deflection, settlement
191. Coefficient of subgrade reaction
110
Keywords: elastic spring, elastic range, settlement, unloading, load
192. Classical design solution
110
Keywords: deflection, moment, shear force
193. Elastic deflection of beam
111
Keywords: solutions, shear force, moment, slope, deflection
xiv
Foundation Engineering – Bengt Broms 194. Effect of foundation width on footing settlement
111
Keywords: solutions, clay, sand, deformation,
Chapter 9. Mat foundations
Page
195. Mat foundations
114
Keywords: examples, loads
196. Waffle structure
114
Keywords: ribs
197. Finite difference method
115
Keywords: computer programme, uncertainties, coefficient of subgrade reaction, modulus of elasticity,
198. Design of building foundation
115
Keywords: span, wall, strip, span length, exterior spans, interior spans
199. Grain elevator foundation
116
Keywords: clay, allowable pressure, factor of safety, total overburden pressure
200. Floating foundation
116
Keywords: building weight, soil weight, depth of excavation, story,
201. Floating building foundation
117
Keywords: excavation, net pressure
202. Differential settlements due to ground water lowering
117
Keywords: clay, ground water lowering
203. Stability of deep excavations
118
Keywords: heave, anchor, sheet pile
204. Effect of pile installation adjacent to excavation
118
Keywords: excavation, embankment piles
205. Support of excavation against heave
119
Keywords: fill
206. Anchor pile in excavation
119
Keywords: water-filled excavation
Chapter 10. Lateral earth pressure 207. Lateral earth pressure
Page 123
Keywords: retaining wall, sheet pile wall
208. Influence of displacement on lateral earth pressure Keywords: active earth pressure, passive earth pressure, lateral earth pressure at rest, away from fill, against fill
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123
Foundation Engineering – Bengt Broms 209. Active earth pressure (Rankine)
124
Keywords: coefficient of active earth pressure, shear stress, normal pressure, depth of excavation, Mohr circle
210. Distribution of active earth pressure
124
Keywords: Rankine, Mohr circle, cohesion, depth
211. Active earth pressure (Coulomb)
125
Keywords: wedge
212. Influence of two point loads on soil pressure
125
Keywords: displacement, Boussinesq, rigid smooth wall
213. Stress distribution below surface load
126
Keywords: Influence value, 0.005, number of squares, Poisson's ratio
214. Effect of compaction on earth pressure
126
Keywords: bridge abutment, deep basement, lateral earth pressure
215. Effect of vibratory roller
127
Keywords: passive pressure, at rest pressure, active pressure, dynamic soil pressure
216. Distribution of soil pressure after compaction
127
Keywords: initial, compaction, stress increase, active at rest, passive at rest
217. Compaction of soil layers
128
Keywords: compactor, first layer, second layer, depth, passive at rest
218. Earth pressure distribution at rigid wall due to compaction
128
Keywords: depth, lateral earth pressure, increase, compaction, without compaction, rigid wall
219. Examples of retaining structures
129
Keywords: gravity wall, cantilever wall, counterfort wall
220. Crib wall
129
Keywords: stretcher, header, cells, soil
221. Gravity wall and Cantilever wall
130
Keywords: height
222. Failure modes
130
Keywords: mechanisms, bearing capacity, overturning, sliding, general failure, centre of rotation
223. Design of retaining structure for bearing capacity
131
Keywords: eccentric load, inclined load, design
224. Bearing capacity of retaining wall
131
Keywords: wall, inclined
225. Design of retaining wall for inclined load
132
Keywords: eccentricity
226. Inclined wall
132
Keywords: force
227. Overturning of retaining wall
133
Keywords: point of overturning, resisting moment, driving moment
228. Design of wall against sliding
133
Keywords: resisting force, driving force, sand, clay
xvi
Foundation Engineering – Bengt Broms 229. Shear keys in sliding wall
134
Keywords: shear key, alternative location
230. General stability of retaining wall
134
Keywords: driving moment, resisting moment, failure surface
231. Reinforcement in retaining wall
135
Keywords: moment, reinforcement
232. Location of reinforcement
135
Keywords: moment distribution
233. Tilting of retaining structure
136
Keywords: bridge abutment, design, actual pressure, yielding
234. Counterfort walls
136
Keywords: elevation
235. Drainage of wall
137
Keywords: drain, pore water pressure, slip surface
236. Drainage of retaining structure
137
Keywords: drain, slip surface, pore pressure distribution
237. Drainage of retaining structure
137
Keywords: failure surface, drainage layer, pore water pressure
238. Reinforced earth, type Vidal
138
Keywords: metal strip
239. Reinforce earth wall
138
Keywords: metal strip, spacing, star-shaped element, stress distribution, actual failure surface
240. Required length of earth reinforcement
139
Keywords: earth pressure, length, failure surface
241. Bearing capacity failure of retaining structure
139
Keywords: base failure
242. Fabric reinforced wall
140
Keywords: precast concrete element, fabric, soil
243. Fabric reinforced wall
140
Keywords: reinforcement
244. Examples of fabric reinforced wall
141
Keywords: failure surface, fabric
245. Design of fabric reinforced wall
141
Keywords: failure surface, length
Chapter 11. Soil retaining structures 246. Support systems
Page 146
Keywords: anchored wall, strutted wall, cantilever wall, sheet pile, strut, wale beam, ground anchor
xvii
Foundation Engineering – Bengt Broms 247. Wood elements
146
Keywords: groove, spline, tongue, driving sequence
248. Concrete elements
147
Keywords: heavy, difficult, grouted, driving
249. Steel sheet piles
147
Keywords: light, difficult to drive
250. Sheet piles details
148
Keywords: anchor rod, lagging, wedge, wale beam, soldier beam
251. Details of wall construction
148
Keywords: poling boards, soldier beams (King post), strap, clip, welded studs, washers, soldier beam placed in predrilled borehole
252. Bored pile wall
149
Keywords: wale beam, ground anchor
253. Berliner wall
149
Keywords: soldier pile, precast element, ground anchor, shotcrete, rail, wire mesh
254. Factor of safety of retaining wall
150
Keywords: active earth pressure, passive earth pressure, factor of safety, water pressure, friction angle,
255. Cantilever sheet pile wall Keywords: flow line, equipotential line, water pressure, net water pressure
256. Earth pressure distribution of cantilever wall, friction soil
150 151
Keywords: uplift, dragdown, gradient, water pressure, Rankine
257. Earth pressure distribution of cantilever wall, cohesive soil
151
Keywords: undrained shear strength, cohesion, net pressure, active earth pressure, Rankine, actual, assumed, water pressure
258. Earth pressure distribution of cantilever wall, factor of safety
152
Keywords: clay, depth, factor of safety, cohesion, depth
259. Design of sheet pile walls
152
Keywords: wale beam, anchor rod, sheet pile
260. Failure mechanisms
153
Keywords: plastic hinge, rotation
261. Anchored sheet pile wall (Free earth support)
153
Keywords: center of rotation, surface load, resisting moment, driving moment, depth, earth pressure, net pressure, overburden pressure
262. Earth pressure distribution in cohesive soil with wall friction
154
Keywords: adhesion, wall friction, depth, cohesion, vertical pressure, surface load
263. Critical height of sheet pile wall in clay
154
Keywords: no wall friction, with wall friction, stability factor, unstable, stable, undrained shear strength,
264. Earth pressure distribution along sheet pile wall
155
Keywords: passive earth pressure, active earth pressure, sand, clay, surface pressure
265. Moment distribution in sheet pile wall Keywords: distributed load, moment, distributed load, shear distribution, surface load
xviii
155
Foundation Engineering – Bengt Broms 266. Anchored or braced sheet pile wall
156
Keywords: flexible, stiff, assumed, deflection, earth pressure distribution, moment distribution, anchor
267. Moment reduction in sheet pile wall
156
Keywords: anchor, moment, reduced load
268. Deflection of sheet pile wall
157
Keywords: stiffness, height
269. Moment as function of sheet pile height
157
Keywords: dense sand, loose sand, moment
270. Anchor systems
158
Keywords: soil anchor, rock anchor, concrete slab, piles, short sheet pile, inclination
271. Anchor piles
158
Keywords: piles, pull out resistance
272. Design aspects of anchor plate
159
Keywords: anchor plate, passive earth pressure, anchor force, active earth pressure, passive earth pressure, critical failure surface, anchor depth
273. Critical depth of anchor plate in sand
159
Keywords: friction angle, depth, passive earth pressure
274. Critical depth of anchor plate in clay Keywords: undrained shear strength, critical depth
275. Pull out resistance of anchor plate in clay
160 160
Keywords: depth,
276. Settlement behind sheet pile wall
160
Keywords: anchor force, settlement, inclination
277. Strutted wall
161
Keywords: soil anchor, passive resistance, wedge, horizontal anchor
278. Anchored wall
161
Keywords: soil anchor, inclined anchor, failure wedge,
279. General stability of anchored wall
161
Keywords: failure surface, failure surface, factor of safety, active earth pressure, passive earth pressure
280. Load distribution between soil anchors
162
Keywords: Manfred Panel C1, Bergshamra Panel A, load, arching
281. Force redistribution in soil wedge
162
Keywords: failure surface
282. Braced excavations
163
Keywords: settlement, strut, wale beam
283. Earth pressure distributions (design) Keywords: earth pressure distribution, sand, soft clay, stiff fissured clay, depth, undrained shear strength, struts
284. Strut forces
163
164
Keywords: hinge
xix
Foundation Engineering – Bengt Broms 285. Strut forces in adjacent excavations
164
Keywords: tensile crack, first strut, second strut, undrained shear strength, failure surface
286. Water flow into excavation in sand
164
Keywords: flow line, ground water, quick condition, critical gradient, depth of excavation
287. Bottom heave in excavation
165
Keywords: sand, clay, adhesion, ground water, struts critical depth
288. Bottom heave in excavation in clay
165
Keywords: stability factor, struts, depth, width
289. Bottom heave in excavation in clay, effect of wall adhesion Keywords: stability factor, adhesion
290. Settlement adjacent to strutted excavation
166 166
Keywords: struts, settlements, ground water level, base heave, stability, lateral displacement, workmanship
291. Estimate of settlement adjacent to excavation
167
Keywords: ground loss, distance, maximum depth of excavation, sand, clay, settlement, very soft clay, stability factor, A, B, C
292. Bored pile wall with soil anchors
167
Keywords: shotcrete, soil anchor, soft clay, undrained shear strength, bored pile, ground anchor
293. Slurry walls or diaphragm walls
168
Keywords: wall panel, ground anchor
294. Slurry wall construction
168
Keywords: grab, bentonite slurry, reinforcement cage, steel tube, excavation, placement of steel tube, placement of reinforcement, concreting
295. Stability of slots
169
Keywords: soil wedge
296. Bentonite slurry
169
Keywords: oil well drilling, soil borings, bentonite clay, montmorillonite, barite, barium sulphate, slurry density
297. Stability of slurry excavation
170
Keywords: ground beams, bentonite slurry, filter skin, density of slurry, failure wedge
298. Maximum depth of slurry excavation
170
Keywords: layer of stones or gravel, viscosity, tixotrophy, filter skin, undrained shear strength, active earth pressure, ground water level
299. Concreting of slurry excavation Keywords: soft clay, critical depth, undrained shear strength, density, tremmie pipe
300. Deformation of concrete wall
171 171
Keywords: active earth pressure, at rest pressure, Winkler foundation, load redistribution, deformation, soil anchor
xx
Foundation Engineering – Bengt Broms Chapter 12. Pile foundations - Single piles 301. Piles Keywords: pile cap, piles, soft clay, sand, raker pile, batter pile
302. Vibrations
Page 177 177
Keywords: tanks, silos, chimneys, machine foundations, sand, ground water
303. Examples of pile foundations
178
Keywords: compaction piles, raked piles, damping of piles, small damping, vibrations
304. Stability of bridge abutment
178
Keywords: soft clay, fill, bridge abutment
305. Embankment piles
179
Keywords: soft clay, raked piles, bridge abutment, fill
306. Anchor piles for dry docks, subway stations
179
Keywords: ground water, up-lift force, anchor piles
307. Offshore structures on piles
180
Keywords: cyclic loading, scour, compression, steel pipe piles, tension force
308. Stabilisation of slope by piles
180
Keywords: slope stability, large diameter pile, steel pipe pile, failure surface
309. Design of embankment piles
181
Keywords: failure surface, clay, precast piles,
310. Anchor piles in swelling soil
181
Keywords: seasonal changes, swelling clay, montmorillonite, high liquid limit, high plasticity index, building
311. Examples of pile types
182
Keywords: driven piles, bored piles, jacked-down piles, screw piles, hydraulic jack
312. Piles foundations Keywords: concrete pile, steel pile, timber, H pile
313. Pile types
182 183
Keywords: large displacement piles, small displacement piles, non-displacement piles, bored piles, precast piles, pipe piles, cased, uncased
314. Loading conditions of piles
183
Keywords: compression, lateral load, tension
315. Load transfer to piles
184
Keywords: friction or floating piles, end bearing piles, clay, sand, rock
316. Timber piles
184
Keywords: advantages, difficulties, limit bearing capacity, soft clay, tip, shaft, ground water, butt
317. Pile splices
185
Keywords: steel sleeve, steel strap
318. Splices and rock points
185
Keywords: rock point,
319. Precast concrete piles
186
Keywords: point, concrete, reinforcement. pile diameter
xxi
Foundation Engineering – Bengt Broms 320. Lifting of piles
186
Keywords: pile length, lifting hooks, moment
321. Prestressed concrete piles
187
Keywords: height strength concrete, brittle, reduced cracking, reduced ductility
322. Concrete strength (CP 2004)
187
Keywords: cube strength, hard driving, normal to easy driving, high capacity, reduced weight, easy driving
323. Installation of jacked-down piles
188
Keywords: pump, manometer, steel insert, hydraulic jack, pile segment
324. Bored piles
188
Keywords: auger, reinforcement, tremmie pipe, concreting
325. Examples of bored piles
189
Keywords: bored piles, drilling of shaft, drilling of bell, concrete, stiff clay, reinforcement
326. Bored piles with bell
189
Keywords: bells
327. Cast-in-place piles
190
Keywords: casing, driving, casing filled with water, casing filled with concrete, reinforcement
328. Necking during casting of pile shaft in soft clay Keywords: casing, soft clay, sand or silt, ground water
329. Slurry trench wall construction
190 191
Keywords: ground water, surface casing, bentonite slurry, chisel, pouring of concrete, lowering of reinforcement element
330. Shapes of slurry trench pile elements
191
Keywords: size
331. Raymond step tapered pile
192
Keywords: steel shell, steel cone, light bulb, reinforcement cage, casting of concrete
332. Franki pile
192
Keywords: concrete plug, bulb, internal hammer, prefabricated shaft, light casing
333. Steel H-pile Keywords: easy to drive, easy to cut, corrosion, expensive, splicing, soil plug, driving shoe, steel plate
334. Steel pipe piles
193
193
Keywords: diameter, closed or open ended, soil plug, diameter
335. Corrosion
194
Keywords: steel piles, concrete piles, National Bureau of Standards, splices, reinforcement, salt water
336. Settlement around during driving in sand
194
Keywords: settlement, diameter, compaction within this zone
337. Effect of pile driving in clay
195
Keywords: soft clay, heave, volume, soft clay, remoulded zone, pore water pressure, undrained shear strength
338. Redriving of piles in clay
195
Keywords: risen piles, redriving, heave, soft clay, separation of splice
xxii
Foundation Engineering – Bengt Broms 339. Load distribution along pile
196
Keywords: sand, clay, point resistance, shaft resistance
340. Pile load as function of pile displacement
197
Keywords: load, displacement, soft clay, stiff clay, sand, cast in place pile, driven pile, with bell
341. Load deformation relationship of piles
197
Keywords: pile load, displacement, point resistance, skin resistance
342. Direction of pile loading
198
Keywords: compression, tension, weight of pile, factor of safety, allowable load, point resistance, shaft resistance
343. Determination of bearing capacity at pile point Keywords: end bearing, undrained shear strength, bearing capacity factor
344. Pile bearing capacity according to Meyerhof
198 199
Keywords: friction angle, bearing capacity factor
345. Bearing capacity factor of piles Keywords: Terzaghi, Berezantsev, Meyerhof, Vesic, Brinch Hansen, de Beer, friction angle
346. Failure mechanism at pile point
199
200
Keywords: point resistance, rigidity index, failure surface, compressibility, rigidity index
347. Comparison of cone resistance and pile point resistance
200
Keywords: area of pile, sand
348. Comparison of SPTN-value and pile point resistance
201
Keywords: SPT, sand, pile diameter
349. Lateral pressure against pile shaft
202
Keywords: bored pile, small displacement pile, large displacement pile, straight shaft, tapered shaft, lateral earth pressure
350. Determination of pile capacity in sand
202
Keywords: loose, dense, coefficient of lateral earth pressure at rest, small, Vesic, displacement pile, non-displacement pile, tapered pile
351. Pile shaft capacity in sand
203
Keywords: pile type, sand, critical depth,
352. Lateral pressure against pile shaft
203
Keywords: Mansur & Hunter, Tavenas, Ireland, lateral earth pressure
353. Critical depth of pile shaft resistance
204
Keywords: friction angle, bearing capacity value, diameter, length
354. Estimate of pile capacity based on Weight sounding test (WST)
204
Keywords: half-turns, timber piles, concrete piles, Norwegian Pile Commission, skin area
355. Failure surface at pile point in clay
205
Keywords: failure surface, diameter, area of pile
356. Skin friction resistance along pile shaft Keywords: cone penetration test, friction sleeve small displacement pile, large displacement pile
xxiii
205
Foundation Engineering – Bengt Broms 357. Bearing capacity of piles in clay
206
Keywords: normally consolidated clay, overconsolidated clay, undrained shear strength, reduction , ground surface
358. Lambda-method
207
Keywords: offshore structures, depth, mean value, skin resistance
359. Estimate of pile skin resistance in clay
208
Keywords: effective overburden pressure, Flaate, Selnes, undrained shear strength
360. Load transfer from pile to soil as function of pile displacement
209
Keywords: t-z curves, q-y curve, driven pile, bored pile
361. Negative skin friction along piles
209
Keywords: lowering of ground water level, driven pile, bored pile
362. Failure modes of horizontally loaded piles
210
Keywords: soil failure, pile failure, failure mechanism
363. Lateral pile resistance in sand
210
Keywords: sand, horizontal load, force
364. Lateral pile resistance in clay (rotational mode)
211
Keywords: undrained shear strength, heave, passive earth pressure, lateral force, diameter, depth
365. Lateral pile resistance in clay (pile failure mode) Keywords: undrained shear strength, diameter, yield, moment, lateral force
Chapter 13. Single piles - Dynamic analysis 366. Pile driving equipment
211
Page 214
Keywords: drop hammer, diesel hammer, vibratory hammer, steam hammer, single acting, double acting
367. Dynamic pile test
214
Keywords: hammer, helmet, cap block, cushion, pile, stress wave, depth, steel, concrete, wood
368. Stress wave analysis, rigid base
215
Keywords: particle velocity, wave velocity, impedance, rebound of hammer
369. Stress wave analysis, soft base Keywords: particle velocity, length, impedance
370. Detection of pile defect by dynamic test
215 216
Keywords: hammer velocity, particle velocity, wave velocity, force, accelerometer, impedance, warning, strain gauge, time, wave length, fracture
371. Determination of dynamic pile bearing capacity
216
Keywords: hammer, force, displacement, elastic compression, drop height,
372. Pile driving formulae (definition)
217
Keywords: mass of hammer, penetration resistance, effective height of fall, mass of pile, coefficient of restitution elastic compression, soil, cushion, dynamic pile capacity
xxiv
Foundation Engineering – Bengt Broms 373. Pile driving formulae
217
Keywords: Hiley, Kreuger, Janbu, elastic compression, cushion, pile, soil, load distribution factor, dynamic pile capacity
374. Elastic compression of pile
218
Keywords: cushion, pen, set, pile, hammer
375. Static pile load test
218
Keywords: applied load, displacement, point bearing pile, elastic compression, pile shaft, friction pile, sand, clay
376. Definition of pile failure load
219
Keywords: settlement, applied load, range, pile diameter
377. Types of pile loading tests Keywords: maintained load, constant rate of penetration (CRP)
Chapter 14. Pile foundations - Pile Groups 378. Pile group in clay
219
Page 223
Keywords: elevation, plan, perimeter, plan, undrained shear strength
379. Examples of pile groups
224
Keywords: single footings, foundation walls, friction pile, end-bearing pile, footing
380. Efficiency of pile group in clay
224
Keywords: pile spacing, efficiency, optimum spacing, Sowers, length, model test, clay, Bentonite, calculated, measured
381. Settlement of pile group in clay
225
Keywords: pile group, clay, 2:1 distribution, pile length
382. Efficiency of pile group (model tests)
225
Keywords: pile load , applied load, Whitaker, ultimate load of pile group, center pile, corner pile, model test
383. Efficiency of pile group in sand (model test)
226
Keywords: efficiency, width, length, model test, fine sand, row, group, pile spacing
384. Pile groups in sand (model tests) Keywords: load, displacement, pile group, Kezdi, diameter, spacing, fine sand
385. Load distribution in pile group
226 227
Keywords: pile group, ultimate strength, compression, tension, center or rotation
386. Eccentric loading in pile group (example) Keywords: assumed centre of rotation, imaginary pile, rows
387. Eccentric loading in pile group (example cont.)
228 228
Keywords: assumed centre of rotation, imaginary pile, rows
388. Load distribution below piled foundation Keywords: pressure bulb, raft, piled raft, width, san
389. Stress increase below pile group
229 229
Keywords: single pile, pile group, stress distribution
xxv
Foundation Engineering – Bengt Broms 390. Settlements below pile group in sand
230
Keywords: applied load, single pile, loaded pile, sand
391. Settlement of pile group
230
Keywords: side of pile group, Skempton, single pile, pile group, width
392. Load distribution below pile group in sand
231
Keywords: single pile, pile group, settlement, width, Berezantsev, friction angle
393. Negative skin friction along pile shaft in clay
231
Keywords: fill, clay, neutral point, ground water level, lowering
394. Effect of negative skin friction on piles in clay
232
Keywords: point bearing piles, floating piles, crushing, settlements
395. Protection piles for reduction of negative skin friction
232
Keywords: protection piles
396. Heave caused by pile driving
233
Keywords: clay, surface heave
397. Settlements caused by pile driving in sand
233
Keywords: settlements, cone
398. Settlements caused by pile driving in excavation
234
Keywords: clay, sand, sheet pile wall, vibrations, soil anchor
399. Effect on point resistance by pile driving Keywords: sand, pile length, vibrations, adjacent pile
400. Order of pile driving
234 235
Keywords: settlements, damage to building, vibrations
401. Differential settlements below building due to pile driving in sand Keywords: sand, traffic, cracking, piles, driving
xxvi
235
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering
Chapter 1. Aspects of foundation engineering
Page
1. Foundations of buildings and structures
2
2. Effects of underground installations on foundations
2
3. Soil deposit
3
4. Interactions between buildings
3
5. Requirements of a foundation
4
6. Development of geotechnical analysis
4
7. Soil investigation methods
5
8. Bearing capacity of footing
5
9. Pressure bulb below footing
6
10. Settlements caused by lowering of ground water level
6
11. Differential settlement below structure
7
12. Mat foundation
7
13. Lateral earth pressure
8
14. Design of retaining walls
8
15. Anchored sheet pile walls
9
16. Braced excavations
9
17. Reinforced earth
10
18. Pile foundations
10
19. Ultimate bearing capacity of piles
11
20. Pile groups
11
1
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering
Chapter 1. Aspects of foundation engineering 1. Foundations of buildings and structures Keywords: pile, raft, footing
Foundations of buildings and structures
2. Effects of underground installations on foundations Keywords: tunnel, ground water, water main, sewer line
2
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 3. Soil deposit Keywords: clay, sand, rock, ground water
4. Interactions between buildings Keywords: settlement, clay, shale, tunnel, sewer line
3
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering
5. Requirements of a foundation Keywords: economy, safety, settlement, seasonal changes, construction problem, environment,
6. Development of geotechnical analysis Keywords: empirical, theoretical, semi-empirical, computers
4
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 7. Soil investigation methods Keywords: seismic, boring, penetration test, test pit, pressure meter test, plate load test, CPT, SPT, WST, geophone
8. Bearing capacity of footing Keywords: heave, flow line, equipotential line, settlement, failure surface, flow net, heave
5
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 9. Pressure bulb below footing Keywords: settlement, stress increase, compressibility
10. Settlements caused by lowering of ground water level Keywords: sand, clay, leaking sewer line, piezometer, ground water
6
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 11. Differential settlement below structure Keywords: differential settlement, cracks
12. Mat foundation Keywords: elastic springs
7
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 13. Lateral earth pressure Keywords: active earth pressure
14. Design of retaining walls Keywords: retaining wall
8
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 15. Anchored sheet pile walls Keywords: sheet pile, anchor, vertical component
16. Braced excavations Keywords: strut, lateral earth pressure, sheet pile, bottom heave
9
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 17. Reinforced earth Keywords: concrete element, steel strip, aluminium strip
18. Pile foundations Keywords: concrete pile, steel pile, timber pile
10
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering 19. Ultimate bearing capacity of piles Keywords: point resistance, skin resistance, ultimate resistance
20. Pile groups Keywords: bridge abutment, fill, soft clay, negative skin friction
11
Bengt Broms – Foundations – Cap.1 Aspects of Foundation Engineering
12
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics
Chapter 2. Soil mechanics
Page
21. Concepts in foundation engineering
15
22. Description of soil properties
15
23. Definition of geotechnical terms
16
24. Determination of grain size distribution
16
25. Plasticity of soils
17
26. Plasticity chart
17
27. Distinction between clay and silt
18
28. Structure of clay
18
29. Standard Proctor compaction test
19
30. Proctors compaction tests
19
31. Compaction curves
20
32. Unified soil classification system
20
33. Tripartite soil classification chart
21
34. British Standard Code of Practice for Soil Investigations (CP 2001)
21
35. Rock description (CP 2001)
22
36. Darcy's law
22
37. Permeameter for determination of laboratory permeability
23
38. Pumping test for determination of field permeability
23
39. Permeability of soils
24
40. Flow net determination
24
41. Effective stress concept
25
42. Seepage pressure (negative pore water pressure)
25
43. Seepage pressure (positive pore water pressure)
26
44. Stress-strain relationship of soil
26
45. Hyperbolic stress-strain relationship
27
46. Modulus of elasticity
27
47. Shear modulus
28
48. Compression modulus
28
49. Stability of footing on soil
29
50. Coulomb-Mohr failure criterion
29
13
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 51. Mohr's stress circle
30
52. Effective stress concept
30
53. Mohr's circle for clay soil
31
54. Stress path concept
31
55. Stress path concept, Kf failure line
32
56. Typical values of angle of internal friction of soils
32
57. Undrained shear strength of cohesive soils
33
58. c/p-ratio of clays
33
59. Correction factor for undrained shear strength
34
60. Effective friction angle as function of plasticity index
34
61. Short term stability of an excavation
35
62. Long term stability of an excavation
35
63. Effective stress analysis
36
64. Total stress analysis
36
65. Determination of shear strength
37
66. Laboratory tests for determination of shear strength of cohesive soils
37
67. Laboratory tests for determination of undrained shear strength
38
68. Field tests for determination of undrained shear strength
38
14
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics
Chapter 2. Soil mechanics 21. Concepts in foundation engineering Keywords: soil mechanics, engineering geology, foundation engineering, theory, experience
22. Description of soil properties Keywords: index properties, soil classification, stress condition, permeability, deformation property, shear strength
15
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics
23. Definition of geotechnical terms Keywords: void ratio, porosity, water content, unit weight, dry unit weight, unit weight of solid, specific gravity, degree of saturation, gas, water, solid
24. Determination of grain size distribution Keywords: grain size, percent finer, hydrometer analysis, sieve analysis, sand, effective, grain size, coefficient of uniformity, well graded, uniformly graded, poorly sorted, poorly graded, clay, silt, sand, gravel
16
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics
25. Plasticity of soils Keywords: plasticity index, shrinkage limit, plastic limit, liquid limit, water content
26. Plasticity chart Keywords: liquid limit, low plasticity, medium plasticity, high plasticity, A-line, clay, silt, plasticity index
17
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 27. Distinction between clay and silt Keywords: plasticity, settlement rate, dilatancy, dry strength, settlements, suspension
28. Structure of clay Keywords: dispersed, flocculated, positive charge, negative charge
18
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics
29. Standard Proctor compaction test Keywords: dry unit weight, dry density, maximum dry density, saturated, optimum water content, water content
30. Proctors compaction tests Keywords: standard Proctor test, modified Proctor test, blows, layer
19
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 31. Compaction curves Keywords: clay, silt, sand, till, standard, modified, water content, dry density
32. Unified soil classification system Keywords: gravel, sand, silt, clay, organic, peat, well graded, poorly graded, silty, clayey, low plasticity, high plasticity, ML, CL, OL, MH, CH, OH, liquid limit
20
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 33. Tripartite soil classification chart Keywords: percent, clay, sand, silt, particle size
34. British Standard Code of Practice for Soil Investigations (CP 2001) Keywords: soil description, consistence, density, structure, colour, particle size, geological formation
21
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 35. Rock description (CP 2001) Keywords: colour, grain size, texture, structure, state of weathering, rock name, strength,
36. Darcy's law Keywords: coefficient of permeability, hydraulic gradient, flow,
22
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 37. Permeameter for determination of laboratory permeability Keywords: standpipe, Darcy’s law
38. Pumping test for determination of field permeability Keywords: permeability, piezometer, infiltration test
23
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 39. Permeability of soils Keywords: gravel, sand, silt clay, pumping test, permeability test, constant head, falling head, consolidation test, d10
40. Flow net determination Keywords: flow line, equipotential line
24
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 41. Effective stress concept Keywords: effective stress, pore water pressure, total stress
42. Seepage pressure (negative pore water pressure) Keywords: effective stress, seepage pressure, total stress
25
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 43. Seepage pressure (positive pore water pressure) Keywords: effective stress, seepage pressure, total stress, quick condition
44. Stress-strain relationship of soil Keywords: stress, strain, secant modulus, ultimate stress
26
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 45. Hyperbolic stress-strain relationship Keywords: stress, strain, hyperbolic curve
46. Modulus of elasticity Keywords: stress-strain relationship, Poisson's ratio, modulus of elasticity
27
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 47. Shear modulus Keywords: shear stress, shear modulus, shear deformation
48. Compression modulus Keywords: coefficient of lateral earth pressure at rest
28
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 49. Stability of footing on soil Keywords: shear strength, failure surface, heave
50. Coulomb-Mohr failure criterion Keywords: Coulomb-Mohr, Terzaghi-Hvorslev, angle of internal friction, attraction, cohesion, shear strength, normal stress
29
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 51. Mohr's stress circle Keywords: shear stress, normal stress, failure surface, friction angle, cohesion
52. Effective stress concept Keywords: ambient stress, deviator stress, pore water pressure, pore pressure coefficient A, pore pressure coefficient B
30
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 53. Mohr's circle for clay soil Keywords: shear stress, normal stress, compression stress
54. Stress path concept Keywords: p-q curve
31
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 55. Stress path concept, Kf failure line Keywords: cohesion, friction angle, p, q, Kf
56. Typical values of angle of internal friction of soils Keywords: gravel, sand, silt, clay, relative density, angularity, gradation, particle size
32
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 57. Undrained shear strength of cohesive soils Keywords: c/p-ratio, effective stress, undrained shear strength, ground water level
58. c/p-ratio of clays Keywords: normally consolidated clay, plasticity index
33
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 59. Correction factor for undrained shear strength Keywords: plasticity index, stability, clay, c/p ratio
60. Effective friction angle as function of plasticity index Keywords: friction angle, plasticity index
34
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 61. Short term stability of an excavation Keywords: excavation, normally consolidated, overconsolidated, initial ground water level, shear strength
62. Long term stability of an excavation Keywords: normally consolidated clay, overconsolidated clay, flow lines
35
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 63. Effective stress analysis Keywords: sand, shear strength, drained test
64. Total stress analysis Keywords: saturated soil, c-analysis,
36
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 65. Determination of shear strength Keywords: sand, silt, short term, long term, saturated, non-saturated, c-analysis,
66. Laboratory tests for determination of shear strength of cohesive soils Keywords: direct shear test, triaxial test, unconfined compression test, fall cone test, vane test
37
Bengt Broms – Foundations – Chapter 2 – Soil Mechanics 67. Laboratory tests for determination of undrained shear strength Keywords: direct shear test, triaxial test, unconfined compression test, fall cone test, laboratory vane test
68. Field tests for determination of undrained shear strength Keywords: field vane test, pressuremeter test, cone penetration test, standard penetration test, weight sounding test
38
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations
Chapter 3. Geotechnical field investigations 69. Geotechnical soil exploration methods Keywords: geophysical, sampling, penetrometer, plate load test, pressuremeter test, piezometer
70. Objectives of soil investigation
Page 41
41
Keywords: stability, settlements sand, silt, clay, rock, ground water, safety factor, structure, construction
71. Depth of investigation for structures
42
Keywords: footing, raft, pier
72. Site investigation
42
Keywords: map, site visit, authorities, contractor, topography, buried services, geological condition, previous use of site
73. Site investigation (cont.) Keywords: climatic condition, material, hydrological condition
74. Planning of site investigation
43 43
Keywords: water main, pond, road, building
75. Seismic refraction method
44
Keywords: geophone, distance, travel time, time, detonation, chart
76. Surface investigation
44
Keywords: trial trench, trial pit, casing, ground water
77. Soil sampler
45
Keywords: slot sampler, rotation, sand, silt, peat
78. Soil sampler
45
Keywords: split spoon sampler, SPT, Shelby tube sampler
79. Swedish foil sampler
46
Keywords: steel foil, piston sampler, steel foil, casing, piston
80. Undisturbed samples
46
Keywords: piston, friction, gas, sample, friction, stress release, disturbance
81. Rock drilling
47
Keywords: double tube core barrel, diamonds, coring bit, outer tube, inner tube, ball bearing
82. Rock quality designation (RQD) Keywords: description, RDQ, very poor, poor, fair, good excellent
83. Field vane test
47 48
Keywords: Sgi, undrained shear strength, casing, rod, sheath, vane, clay, measuring head, torque
84. Field vane test
48
Keywords: Geotech, slip coupling, undrained shear strength, friction, torque,
85. Pore pressure probe
49
Keywords: piezocone, jacking, cable, clay, pore pressure, excess pore pressure, layer, undrained shear strength
39
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 86. Pressuremeter
49
Keywords: guard cell, measuring cell, Menard, water, gas51
87. Evaluation of Pressuremeter test
50
Keywords: cell pressure, volume, expansion of cell, shear modulus, Poisson's ratio, Pressuremeter modulus, limit pressure, shear modulus
88. Plate load test
50
Keywords: beam, anchor, plate, jack, dial indicators load, displacement, load
89. Screw plate test
51
Keywords: displacement, pressure, strength, sand, jack, field compressometer
90. Evaluation of plate load test
51
Keywords: settlement, load, ultimate large plate, small plate, diameter
91. Plate load test, clay
52
Keywords: large plate, small plate, settlement
92. Total stress cell
52
Keywords: Glötzl cell, coefficient of lateral earth pressure, at rest, clay
93. Piezometer
53
Keywords: pore water pressure, crack, hydraulic fracturing, pressure, volume,
94. Triaxial test
53
Keywords: lateral earth pressure, water saturation
95. Coefficient of lateral earth pressure at rest, sand, clay
54
Keywords: sand, clay, normally consolidated, plasticity index
96. Determination of ground water level
54
Keywords: pumping, well
40
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations
Chapter 3. Geotechnical field investigations 69. Geotechnical soil exploration methods Keywords: geophysical, sampling, penetrometer, plate load test, pressuremeter test, piezometer
70. Objectives of soil investigation Keywords: stability, settlements sand, silt, clay, rock, ground water, safety factor, structure, construction
41
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 71. Depth of investigation for structures Keywords: footing, raft, píer
72. Site investigation Keywords: map, site visit, authorities, contractor, topography, buried services, geological condition, previous use of site
42
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 73. Site investigation (cont.) Keywords: climatic condition, material, hydrological condition
74. Planning of site investigation Keywords: water main, pond, road, building
43
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 75. Seismic refraction method Keywords: geophone, distance, travel time, time, detonation, chart
76. Surface investigation Keywords: trial trench, trial pit, casing, ground water
44
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 77. Soil sampler Keywords: slot sampler, rotation, sand, silt, peat
78. Soil sampler Keywords: split spoon sampler, SPT, Shelby tube sampler
45
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 79. Swedish foil sampler Keywords: steel foil, piston sampler, steel foil, casing, piston
80. Undisturbed samples Keywords: piston, friction, gas, sample, friction, stress release, disturbance
46
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 81. Rock drilling Keywords: double tube core barrel, diamonds, coring bit, outer tube, inner tube, ball bearing
82. Rock quality designation (RQD) Keywords: description, RDQ, very poor, poor, fair, good excellent
47
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 83. Field vane test Keywords: Sgi, undrained shear strength, casing, rod, sheath, vane, clay, measuring head, torque
84. Field vane test Keywords: Geotech, slip coupling, undrained shear strength, friction, torque,
48
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 85. Pore pressure probe Keywords: piezocone, jacking, cable, clay, pore pressure, excess pore pressure, layer, undrained shear strength
86. Pressuremeter Keywords: guard cell, measuring cell, Menard, water, gás
49
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 87. Evaluation of Pressuremeter test Keywords: cell pressure, volume, expansion of cell, shear modulus, Poisson's ratio, Pressuremeter modulus, limit pressure, shear modulus
88. Plate load test Keywords: beam, anchor, plate, jack, dial indicators load, displacement, load
50
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 89. Screw plate test Keywords: displacement, pressure, strength, sand, jack, field compressometer
90. Evaluation of plate load test Keywords: settlement, load, ultimate large plate, small plate, diameter
51
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 91. Plate load test, clay Keywords: large plate, small plate, settlement
92. Total stress cell Keywords: Glötzl cell, coefficient of lateral earth pressure, at rest, clay
52
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 93. Piezometer Keywords: pore water pressure, crack, hydraulic fracturing, pressure, volume,
94. Triaxial test Keywords: lateral earth pressure, water saturation
53
Bengt Broms – Foundations –Chapter 3 – Geotechnical Field Investigations 95. Coefficient of lateral earth pressure at rest, sand, clay Keywords: sand, clay, normally consolidated, plasticity index
96. Determination of ground water level Keywords: pumping, well
54
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations
Chapter 4. Bearing capacity of foundations 97. Bearing capacity of surface foundation Keywords: load, settlement, ultimate load
98. Failure mechanism of surface foundation
Pages 57 57
Keywords: general shear failure, local shear failure, punching, failure surface, compaction
99. Failure zones below surface foundation
58
Keywords: overburden pressure, active Rankine zone, Prandtl zone, Passive Rankine zone, cohesion, unit weight of soil
100. Determination of bearing capacity of surface foundation
58
Keywords: shape factor, bearing capacity factor, unit weight, inclination, base factor, ground factor, width, cohesion, friction angle
101. Bearing capacity factors Keywords: angle of internal friction, N-factor, cohesion, weight, bearing capacity
102. Effective stress analysis of foundation on sand
59 59
Keywords: drained triaxial test, shear strength, vertical load, horizontal surface, friction angle, width
103. Plain strain friction angle
60
Keywords: plain strain, triaxial test
104. Punching failure
60
Keywords: loose sand, loose silt, friction angle, cohesion
105. Bearing capacity of footing in sand
60
Keywords: effective overburden pressure, ground water, N-factor
106. Bearing capacity of footing in sand (layered soil)
61
Keywords: footing, soil layer, density, depth, width
107. Footing in excavation
61
Keywords: depth, boundary
108. Effect of hydraulic gradient on bearing capacity Keywords: flow line, equipotential line
109. Effect of adjacent footing in slope
62 62
Keywords: failure surface, log spiral failure surface, slope
110. Log spiral
63
Keywords: friction angle
111. Bearing capacity of footing (log spiral)
63
Keywords: log spiral, shear strength
112. Effect of horizontal load on bearing capacity
64
Keywords: vertical load, horizontal load, failure surface
113. Equivalent area of surface footing
64
Keywords: length, width, round, triangular, eccentricity
114. Total stress analysis of foundation in clay Keywords: undrained shear strength, vertical load, horizontal surface, bearing capacity
55
65
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 115. Effect of soil layer on bearing capacity of footing in clay
65
Keywords: vertical plane, horizontal plane, isotropic, circular failure surface, depth, width
116. Effect of overburden pressure on bearing capacity in clay
66
Keywords: total overburden pressure, allowable load, ultimate load, depth
117. Pressure distribution below footing in clay and sand
66
Keywords: ultimate bearing capacity, elastic theory, design load,
118. Pull out resistance of shallow footing
67
Keywords: depth, friction angle, shape factor, density, weight
119. Pull out resistance of footing at depth
67
Keywords: shape factor, friction angle, depth, weight
120. Bearing capacity on rock
68
Keywords: unconfined compressive strength, steel point, pile, allowable load, ultimate load
56
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations
Chapter 4. Bearing capacity of foundations 97. Bearing capacity of surface foundation Keywords: load, settlement, ultimate load
98. Failure mechanism of surface foundation Keywords: general shear failure, local shear failure, punching, failure surface, compaction
57
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 99. Failure zones below surface foundation Keywords: overburden pressure, active Rankine zone, Prandtl zone, Passive Rankine zone, cohesion, unit weight of soil
100. Determination of bearing capacity of surface foundation Keywords: shape factor, bearing capacity factor, unit weight, inclination, base factor, ground factor, width, cohesion, friction angle
58
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 101. Bearing capacity factors Keywords: angle of internal friction, N-factor, cohesion, weight, bearing capacity
102. Effective stress analysis of foundation on sand Keywords: drained triaxial test, shear strength, vertical load, horizontal surface, friction angle, width
59
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 103. Plain strain friction angle Keywords: plain strain, triaxial test
104. Punching failure Keywords: loose sand, loose silt, friction angle, cohesion
105. Bearing capacity of footing in sand Keywords: effective overburden pressure, ground water, N-factor
60
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 106. Bearing capacity of footing in sand (layered soil) Keywords: footing, soil layer, density, depth, width
107. Footing in excavation Keywords: depth, boundary
61
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 108. Effect of hydraulic gradient on bearing capacity Keywords: flow line, equipotential line
109. Effect of adjacent footing in slope Keywords: failure surface, log spiral failure surface, slope
62
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 110. Log spiral Keywords: friction angle
111. Bearing capacity of footing (log spiral) Keywords: log spiral, shear strength
63
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 112. Effect of horizontal load on bearing capacity Keywords: vertical load, horizontal load, failure surface
113. Equivalent area of surface footing Keywords: length, width, round, triangular, eccentricity
64
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 114. Total stress analysis of foundation in clay Keywords: undrained shear strength, vertical load, horizontal surface, bearing capacity
115. Effect of soil layer on bearing capacity of footing in clay Keywords: vertical plane, horizontal plane, isotropic, circular failure surface, depth, width
65
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 116. Effect of overburden pressure on bearing capacity in clay Keywords: total overburden pressure, allowable load, ultimate load, depth
117. Pressure distribution below footing in clay and sand Keywords: ultimate bearing capacity, elastic theory, design load,
66
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations
118. Pull out resistance of shallow footing Keywords: depth, friction angle, shape factor, density, weight
119. Pull out resistance of footing at depth Keywords: shape factor, friction angle, depth, weight
67
Bengt Broms – Foundations –Chapter 4 – Bearing Capacity of Foundations 120. Bearing capacity on rock Keywords: unconfined compressive strength, steel point, pile, allowable load, ultimate load
68
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements
Chapter 5. Foundation settlements 121. Settlements of foundations
Page 72
Keywords: cracks, tower of Pisa
122. Stress distribution below point load
72
Keywords: stress increase, Boussinesq, pressure bulb, equal stress increase
123. Stress below strip load
73
Keywords: distance, depth, diameter, stress increase, load
124. Influence chart
73
Keywords: Influence value, squares, load
125. 2:1 - method
74
Keywords: surface load, stress distribution, width, depth
126. 2:1 - method at corner of footing
74
Keywords: depth, stress increase, loaded area, length, width
127. Settlement below footing
75
Keywords: clay, silt, sand, immediate settlement, primary settlement, secondary settlement, first loading, cyclic loading
128. Settlements in clay and silt Keywords: normally consolidated, overconsolidated, primary settlement, secondary settlement, total settlement, modulus, pressuremeter, oedometer, elastic method, undrained shear strength
129. Settlements in sand
75
76
Keywords: first loading, cyclic loading, compression modulus, coefficient of subgrade reaction, SPT, CPT, WST, triaxial test, plate load test
130. Immediate settlements in clay
76
Keywords: theory of elasticity, correction factor for depth, Poisson's ratio, influence factor, modulus of elasticity
131. Correction factor for foundation depth
77
Keywords: Poisson's ratio, width, depth,
132. Determination of compression index
77
Keywords: void ratio, effective stress, compression index, liquid limit, stress increase
133. Determination of settlements from compression test
78
Keywords: preconsolidation pressure, effective stress, corrected curve, applied pressure, void ratio, settlement, load scale
134. Principle of settlement calculation
78
Keywords: primary settlement, void ratio, water content
135. Settlement below footing
79
Keywords: effective stress, applied stress, ground water, void ratio
136. Determination of precosolidation pressure
79
Keywords: preconsolidation stress, effective stress, void ratio
137. Determination of coefficient of consolidation (logarithmic) Keywords: consolidation curve, time, logarithmic, primary consolidation, secondary consolidation, coefficient of consolidation, dial reading
69
80
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 138. Coefficient of consolidation (square root)
80
Keywords: time, settlement, coefficient of consolidation
139. Secondary consolidation
81
Keywords: time, void ratio,
140. Effect of surface fill on stress distribution
81
Keywords: compression modulus, pore water pressure, total stress, effective stress, stress increase, time, ground water, fill, compression modulus, sand, clay, settlement
141. Estimate of modulus of elasticity in clay
82
Keywords: clay, undrained shear strength, normally consolidated, overconsolidated
142. Soil modulus from cone penetration test (CPT)
82
Keywords: sand, clay, Bowles
143. Determination of modulus from plate load test
82
Keywords: settlement, elastic range, coefficient of subgrade reaction, load
144. Estimate of settlements below footing on sand
83
Keywords: pressure bulb, modulus of elasticity, sand, clay, load
145. Settlements of footing on clay
83
Keywords: width, settlement
146. Effect of plate diameter on bearing capacity of plate on sand
84
Keywords: width, settlements, sand
147. Estimate of modulus of elasticity from Standard penetration test (SPT)
84
Keywords: sand, clay, SPT, N-value
148. Estimate of modulus of elasticity from cone penetration test (CPT
85
Keywords: sand,
149. Estimate of modulus of elasticity in clay from Standard penetration test (SPT) and undrained shear strength
85
Keywords: clay, modulus of elasticity, N-value
150. Allowable footing pressure based on SPT N-values
86
Keywords: bearing capacity, settlements, blow count, N-value
151. Settlements of footing on sand from cone penetration test, CPT
86
Keywords: footing, raft, allowable pressure, cone resistance
152. Allowable settlement below building
877
Keywords: crack, differential settlement, sewer line
153. Damage due to foundation settlements Keywords: clay, sand, ground water, flexural cracks, shear cracks, total settlements, differential settlements
154. Floating foundation
87
88
Keywords: compensated foundation, building weight, fill, settlement
155. Effect of ground water lowering from tunnel on building settlements
88
Keywords: ground water level, clay, sand, tunnel
156. Effect of trees on ground water near building
89
Keywords: settlements, distance to building, tree height
157. Differential settlements between adjacent buildings Keywords: settlement, soft clay, crack
70
89
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 158. Negative skin friction due to ground water lowering
90
Keywords: pile, cracks, settlements, ground water level
159. Swelling potential of soil below building
90
Keywords: heave, swelling potential, seasonal variation, ground water, sewer line, leaks, watering, plasticity index, liquid limit, shrinkage limit
160. Effect of pile installation on adjacent building
91
Keywords: clay, sand, pile, area of influence, heave, settlement
161. Allowable differential settlements below structure Keywords: rotation, differential settlements, USSR code, structure type, distance between footings
71
91
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements
Chapter 5. Foundation settlements 121. Settlements of foundations Keywords: cracks, tower of Pisa
122. Stress distribution below point load Keywords: stress increase, Boussinesq, pressure bulb, equal stress increase
72
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 123. Stress below strip load Keywords: distance, depth, diameter, stress increase, load
124. Influence chart Keywords: Influence value, squares, load
73
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 125. 2:1 - method Keywords: surface load, stress distribution, width, depth
126. 2:1 - method at corner of footing Keywords: depth, stress increase, loaded area, length, width
74
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 127. Settlement below footing Keywords: clay, silt, sand, immediate settlement, primary settlement, secondary settlement, first loading, cyclic loading
128. Settlements in clay and silt Keywords: normally consolidated, overconsolidated, primary settlement, secondary settlement, total settlement, modulus, pressuremeter, oedometer, elastic method, undrained shear strength
75
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 129. Settlements in sand Keywords: first loading, cyclic loading, compression modulus, coefficient of subgrade reaction, SPT, CPT, WST, triaxial test, plate load test
130. Immediate settlements in clay Keywords: theory of elasticity, correction factor for depth, Poisson's ratio, influence factor, modulus of elasticity
76
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 131. Correction factor for foundation depth Keywords: Poisson's ratio, width, depth,
132. Determination of compression index Keywords: void ratio, effective stress, compression index, liquid limit, stress increase
77
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 133. Determination of settlements from compression test Keywords: preconsolidation pressure, effective stress, corrected curve, applied pressure, void ratio, settlement, load scale
134. Principle of settlement calculation Keywords: primary settlement, void ratio, water content
78
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 135. Settlement below footing Keywords: effective stress, applied stress, ground water, void ratio
136. Determination of precosolidation pressure Keywords: preconsolidation stress, effective stress, void ratio
79
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 137. Determination of coefficient of consolidation (logarithmic) Keywords: consolidation curve, time, logarithmic, primary consolidation, secondary consolidation, coefficient of consolidation, dial reading
138. Coefficient of consolidation (square root) Keywords: time, settlement, coefficient of consolidation
80
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 139. Secondary consolidation Keywords: time, void ratio,
140. Effect of surface fill on stress distribution Keywords: compression modulus, pore water pressure, total stress, effective stress, stress increase, time, ground water, fill, compression modulus, sand, clay, settlement
81
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 141. Estimate of modulus of elasticity in clay Keywords: clay, undrained shear strength, normally consolidated, overconsolidated
142. Soil modulus from cone penetration test (CPT) Keywords: sand, clay, Bowles
143. Determination of modulus from plate load test Keywords: settlement, elastic range, coefficient of subgrade reaction, load
82
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 144. Estimate of settlements below footing on sand Keywords: pressure bulb, modulus of elasticity, sand, clay, load
145. Settlements of footing on clay Keywords: width, settlement
83
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 146. Effect of plate diameter on bearing capacity of plate on sand Keywords: width, settlements, sand
147. Estimate of modulus of elasticity from Standard penetration test (SPT) Keywords: sand, clay, SPT, N-value
84
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 148. Estimate of modulus of elasticity from cone penetration test (CPT Keywords: sand,
149. Estimate of modulus of elasticity in clay from Standard penetration test (SPT) and undrained shear strength Keywords: clay, modulus of elasticity, N-value
85
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 150. Allowable footing pressure based on SPT N-values Keywords: bearing capacity, settlements, blow count, N-value
151. Settlements of footing on sand from cone penetration test, CPT Keywords: footing, raft, allowable pressure, cone resistance
86
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 152. Allowable settlement below building Keywords: crack, differential settlement, sewer line
153. Damage due to foundation settlements Keywords: clay, sand, ground water, flexural cracks, shear cracks, total settlements, differential settlements
87
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 154. Floating foundation Keywords: compensated foundation, building weight, fill, settlement
155. Effect of ground water lowering from tunnel on building settlements Keywords: ground water level, clay, sand, tunnel
88
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 156. Effect of trees on ground water near building Keywords: settlements, distance to building, tree height
157. Differential settlements between adjacent buildings Keywords: settlement, soft clay, crack
89
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 158. Negative skin friction due to ground water lowering Keywords: pile, cracks, settlements, ground water level
159. Swelling potential of soil below building Keywords: heave, swelling potential, seasonal variation, ground water, sewer line, leaks, watering, plasticity index, liquid limit, shrinkage limit
90
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements 160. Effect of pile installation on adjacent building Keywords: clay, sand, pile, area of influence, heave, settlement
161. Allowable differential settlements below structure Keywords: rotation, differential settlements, USSR code, structure type, distance between footings
91
Bengt Broms – Foundations – Chapter 5 – Foundation Settlements
92
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design
Chapter 6. Factors to consider in foundation design 162. Examples of foundation design
Page
94
Keywords: footings, raft, piles
163. Design considerations
94
Keywords: seasonal change, frost heave, change of ground water level, internal erosion, piping, adjacent excavation, soil creep, sink holes, vibrations, deterioration of concrete
164. Factor of safety of foundation
95
Keywords: increase of safety factor, time, ultimate pressure, minimum
165. Determination of factor of safety for different structures
95
Keywords: forces preventing failure, forces initiating failure, moment, dams, fill, retaining wall, sheet pile, braced excavation, footing, mat, raft, uplift, heave, piping
166. Factor of safety of slope
96
Keywords: centre of rotation, length of failure surface, resisting moment, initiating moment, resisting force
167. Stability of slope in clay
96
Keywords: weight of soil, sliding, slip circle, undrained shear strength
168. Factor of safety of slope in clay
97
Keywords: weight of soil, slip circle,
169. Probability of failure
97
Keywords: coefficient of variation, mean value, standard deviation, load, strength
170. Load combinations
98
Keywords: dead loads, live load, wind load, earthquake load, load factor
171. Characteristic load
98
Keywords: load factor, partial factor of safety, shear strength, friction angle, cohesion,
172. Coefficient of variability
99
Keywords: loads, soil properties, analysis, construction, safety factor, reliability, low, very low, medium, high, very high
173. Factor of safety Keywords: coefficient of variability, stability, settlement, stability safety, settlement factor, low, medium, high, very high
174. Minimum load factors and partial safety factors
99
100
Keywords: loads, soil strength, dead load, live load, static water pressure, environmental load, cohesion, friction,
175. Effect of adjacent structures
100
Keywords: stress increase, settlement, new, old, lateral earth pressure
176. Effect of excavation
100
Keywords: stability, excavation
93
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design
Chapter 6. Factors to consider in foundation design 162. Examples of foundation design Keywords: footings, raft, piles
163. Design considerations Keywords: seasonal change, frost heave, change of ground water level, internal erosion, piping, adjacent excavation, soil creep, sink holes, vibrations, deterioration of concrete
94
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design 164. Factor of safety of foundation Keywords: increase of safety factor, time, ultimate pressure, minimum
165. Determination of factor of safety for different structures Keywords: forces preventing failure, forces initiating failure, moment, dams, fill, retaining wall, sheet pile, braced excavation, footing, mat, raft, uplift, heave, piping
95
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design 166. Factor of safety of slope Keywords: centre of rotation, length of failure surface, resisting moment, initiating moment, resisting force
167. Stability of slope in clay Keywords: weight of soil, sliding, slip circle, undrained shear strength
96
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design
168. Factor of safety of slope in clay Keywords: weight of soil, slip circle,
169. Probability of failure Keywords: coefficient of variation, mean value, standard deviation, load, strength
97
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design 170. Load combinations Keywords: dead loads, live load, wind load, earthquake load, load factor
171. Characteristic load Keywords: load factor, partial factor of safety, shear strength, friction angle, cohesion,
98
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design 172. Coefficient of variability Keywords: loads, soil properties, analysis, construction, safety factor, reliability, low, very low, medium, high, very high
173. Factor of safety Keywords: coefficient of variability, stability, settlement, stability safety, settlement factor, low, medium, high, very high
99
Bengt Broms – Foundations – Chap. 6 – Factors to Consider in Foundation Design 174. Minimum load factors and partial safety factors Keywords: loads, soil strength, dead load, live load, static water pressure, environmental load, cohesion, friction,
175. Effect of adjacent structures Keywords: stress increase, settlement, new, old, lateral earth pressure
176. Effect of excavation Keywords: stability, excavation
100
Bengt Broms – Foundations – Chapter 7 – Spread Footing Design
Chapter 7. Spread footing design 177. Spread footing Keywords: reinforcement, floor slab, soil reaction
178. Footing types
Page 102 102
Keywords: trapezoidal, column, strap, wall, combined, footing with moment
179. Design considerations
103
Keywords: compression in concrete, pedestal, punching, cover, tension reinforcement, reinforcement
180. Critical section
103
Keywords: reinforcement, masonry, steel, base plate,
181. Critical section of footing
104
Keywords: shear force, shear stress,
182. Bond stress in footing
104
Keywords: bond stress, reinforcement
183. Eccentric force on footings
105
Keywords: eccentricity, footing, moment
184. Design of eccentrically loaded footing Keywords: allowable pressure, eccentricity, width,, moment
185. Eccentrically loaded footing
105 106
Keywords: stress, allowable pressure
186. Drainage of footings
106
Keywords: drain
101
Bengt Broms – Foundations – Chapter 7 – Spread Footing Design
Chapter 7. Spread footing design 177. Spread footing Keywords: reinforcement, floor slab, soil reaction
178. Footing types Keywords: trapezoidal, column, strap, wall, combined, footing with moment
102
Bengt Broms – Foundations – Chapter 7 – Spread Footing Design 179. Design considerations Keywords: compression in concrete, pedestal, punching, cover, tension reinforcement, reinforcement
180. Critical section Keywords: reinforcement, masonry, steel, base plate,
103
Bengt Broms – Foundations – Chapter 7 – Spread Footing Design 181. Critical section of footing Keywords: shear force, shear stress,
182. Bond stress in footing Keywords: bond stress, reinforcement
104
Bengt Broms – Foundations – Chapter 7 – Spread Footing Design 183. Eccentric force on footings Keywords: eccentricity, footing, moment
184. Design of eccentrically loaded footing Keywords: allowable pressure, eccentricity, width,, moment
105
Bengt Broms – Foundations – Chapter 7 – Spread Footing Design 185. Eccentrically loaded footing Keywords: stress, allowable pressure
186. Drainage of footings Keywords: drain
106
B. Broms – Foundations – Chap. 8 – Special Footings & Beams Elastic Foundations
Chapter 8. Special footings and beams on elastic foundations 187. Special footings and beams on elastic foundations
Page
108
Keywords: beam, strap, moment, eccentricity
188. Combined footing
108
Keywords: elevation, plan
189. Load distribution on footing
109
Keywords: concentrated load, moment distribution, shear stress distribution, pressure
190. Winkler foundation
109
Keywords: spring, elastic, soil reaction, coefficient of subgrade reaction, actual, load, deflection, settlement
191. Coefficient of subgrade reaction
110
Keywords: elastic spring, elastic range, settlement, unloading, load
192. Classical design solution
110
Keywords: deflection, moment, shear force
193. Elastic deflection of beam
111
Keywords: solutions, shear force, moment, slope, deflection
194. Effect of foundation width on footing settlement Keywords: solutions, clay, sand, deformation,
107
111
B. Broms – Foundations – Chap. 8 – Special Footings & Beams Elastic Foundations
Chapter 8. Special footings and beams on elastic foundations 187. Special footings and beams on elastic foundations Keywords: beam, strap, moment, eccentricity
188. Combined footing Keywords: elevation, plan
108
B. Broms – Foundations – Chap. 8 – Special Footings & Beams Elastic Foundations 189. Load distribution on footing Keywords: concentrated load, moment distribution, shear stress distribution, pressure
190. Winkler foundation Keywords: spring, elastic, soil reaction, coefficient of subgrade reaction, actual, load, deflection, settlement
109
B. Broms – Foundations – Chap. 8 – Special Footings & Beams Elastic Foundations 191. Coefficient of subgrade reaction Keywords: elastic spring, elastic range, settlement, unloading, load
192. Classical design solution Keywords: deflection, moment, shear force
110
B. Broms – Foundations – Chap. 8 – Special Footings & Beams Elastic Foundations 193. Elastic deflection of beam Keywords: solutions, shear force, moment, slope, deflection
194. Effect of foundation width on footing settlement Keywords: solutions, clay, sand, deformation,
111
B. Broms – Foundations – Chap. 8 – Special Footings & Beams Elastic Foundations
112
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations
Chapter 9. Mat foundations 195. Mat foundations
Page 114
Keywords: examples, loads
196. Waffle structure
114
Keywords: ribs
197. Finite difference method
115
Keywords: computer programme, uncertainties, coefficient of subgrade reaction, modulus of elasticity,
198. Design of building foundation
115
Keywords: span, wall, strip, span length, exterior spans, interior spans
199. Grain elevator foundation
116
Keywords: clay, allowable pressure, factor of safety, total overburden pressure
200. Floating foundation
116
Keywords: building weight, soil weight, depth of excavation, story,
201. Floating building foundation
117
Keywords: excavation, net pressure
202. Differential settlements due to ground water lowering
117
Keywords: clay, ground water lowering
203. Stability of deep excavations
118
Keywords: heave, anchor, sheet pile
204. Effect of pile installation adjacent to excavation
118
Keywords: excavation, embankment piles
205. Support of excavation against heave
119
Keywords: fill
206. Anchor pile in excavation
119
Keywords: water-filled excavation
113
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations
Chapter 9. Mat foundations 195. Mat foundations Keywords: examples, loads
196. Waffle structure Keywords: ribs
114
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations 197. Finite difference method Keywords: computer programme, uncertainties, coefficient of subgrade reaction, modulus of elasticity,
198. Design of building foundation Keywords: span, wall, strip, span length, exterior spans, interior spans
115
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations 199. Grain elevator foundation Keywords: clay, allowable pressure, factor of safety, total overburden pressure
200. Floating foundation Keywords: building weight, soil weight, depth of excavation, story,
116
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations 201. Floating building foundation Keywords: excavation, net pressure
202. Differential settlements due to ground water lowering Keywords: clay, ground water lowering
117
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations 203. Stability of deep excavations Keywords: heave, anchor, sheet pile
204. Effect of pile installation adjacent to excavation Keywords: excavation, embankment piles
118
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations 5. Support of excavation against heave Keywords: fill
206. Anchor pile in excavation Keywords: water-filled excavation
119
Bengt Broms – Foundation Engineering – Chapter 9 – Mat Foundations
120
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure
Chapter 10. Lateral earth pressure 207. Lateral earth pressure
Page 123
Keywords: retaining wall, sheet pile wall
208. Influence of displacement on lateral earth pressure
123
Keywords: active earth pressure, passive earth pressure, lateral earth pressure at rest, away from fill, against fill
209. Active earth pressure (Rankine)
124
Keywords: coefficient of active earth pressure, shear stress, normal pressure, depth of excavation, Mohr circle
210. Distribution of active earth pressure
124
Keywords: Rankine, Mohr circle, cohesion, depth
211. Active earth pressure (Coulomb)
125
Keywords: wedge
212. Influence of two point loads on soil pressure
125
Keywords: displacement, Boussinesq, rigid smooth wall
213. Stress distribution below surface load
126
Keywords: Influence value, 0.005, number of squares, Poisson's ratio
214. Effect of compaction on earth pressure
126
Keywords: bridge abutment, deep basement, lateral earth pressure
215. Effect of vibratory roller
127
Keywords: passive pressure, at rest pressure, active pressure, dynamic soil pressure
216. Distribution of soil pressure after compaction
127
Keywords: initial, compaction, stress increase, active at rest, passive at rest
217. Compaction of soil layers
128
Keywords: compactor, first layer, second layer, depth, passive at rest
218. Earth pressure distribution at rigid wall due to compaction
128
Keywords: depth, lateral earth pressure, increase, compaction, without compaction, rigid wall
219. Examples of retaining structures
129
Keywords: gravity wall, cantilever wall, counterfort wall
220. Crib wall
129
Keywords: stretcher, header, cells, soil
221. Gravity wall and Cantilever wall
130
Keywords: height
222. Failure modes
130
Keywords: mechanisms, bearing capacity, overturning, sliding, general failure, centre of rotation
223. Design of retaining structure for bearing capacity
131
Keywords: eccentric load, inclined load, design
224. Bearing capacity of retaining wall
131
Keywords: wall, inclined
225. Design of retaining wall for inclined load
121
Keywords: eccentricity
132
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 226. Inclined wall
132
Keywords: force
227. Overturning of retaining wall
133
Keywords: point of overturning, resisting moment, driving moment
228. Design of wall against sliding
133
Keywords: resisting force, driving force, sand, clay
229. Shear keys in sliding wall
134
Keywords: shear key, alternative location
230. General stability of retaining wall
134
Keywords: driving moment, resisting moment, failure surface
231. Reinforcement in retaining wall
135
Keywords: moment, reinforcement
232. Location of reinforcement
135
Keywords: moment distribution
233. Tilting of retaining structure
136
Keywords: bridge abutment, design, actual pressure, yielding
234. Counterfort walls
136
Keywords: elevation
235. Drainage of wall Keywords: drain, pore water pressure, slip surface
236. Drainage of retaining structure
137 137
Keywords: drain, slip surface, pore pressure distribution
237. Drainage of retaining structure Keywords: failure surface, drainage layer, pore water pressure
238. Reinforced earth, type Vidal
137 138
Keywords: metal strip
239. Reinforce earth wall
138
Keywords: metal strip, spacing, star-shaped element, stress distribution, actual failure surface
240. Required length of earth reinforcement
139
Keywords: earth pressure, length, failure surface
241. Bearing capacity failure of retaining structure
139
Keywords: base failure
242. Fabric reinforced wall
140
Keywords: precast concrete element, fabric, soil
243. Fabric reinforced wall
140
Keywords: reinforcement
244. Examples of fabric reinforced wall
141
Keywords: failure surface, fabric
245. Design of fabric reinforced wall
141
Keywords: failure surface, length
122
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure
Chapter 10. Lateral earth pressure 207. Lateral earth pressure Keywords: retaining wall, sheet pile wall
208. Influence of displacement on lateral earth pressure Keywords: active earth pressure, passive earth pressure, lateral earth pressure at rest, away from fill, against fill
123
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 209. Active earth pressure (Rankine) Keywords: coefficient of active earth pressure, shear stress, normal pressure, depth of excavation, Mohr circle
210. Distribution of active earth pressure Keywords: Rankine, Mohr circle, cohesion, depth
124
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 211. Active earth pressure (Coulomb) Keywords: wedge
212. Influence of two point loads on soil pressure Keywords: displacement, Boussinesq, rigid smooth wall
125
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 213. Stress distribution below surface load Keywords: Influence value, 0.005, number of squares, Poisson's ratio
214. Effect of compaction on earth pressure Keywords: bridge abutment, deep basement, lateral earth pressure
126
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 215. Effect of vibratory roller Keywords: passive pressure, at rest pressure, active pressure, dynamic soil pressure
216. Distribution of soil pressure after compaction Keywords: initial, compaction, stress increase, active at rest, passive at rest
127
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 217. Compaction of soil layers Keywords: compactor, first layer, second layer, depth, passive at rest
218. Earth pressure distribution at rigid wall due to compaction Keywords: depth, lateral earth pressure, increase, compaction, without compaction, rigid wall
128
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 219. Examples of retaining structures Keywords: gravity wall, cantilever wall, counterfort wall
220. Crib wall Keywords: stretcher, header, cells, soil
129
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 221. Gravity wall and Cantilever wall Keywords: height
222. Failure modes Keywords: mechanisms, bearing capacity, overturning, sliding, general failure, centre of rotation
130
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 223. Design of retaining structure for bearing capacity Keywords: eccentric load, inclined load, design
224. Bearing capacity of retaining wall Keywords: wall, inclined
131
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 225. Design of retaining wall for inclined load Keywords: eccentricity
226. Inclined wall Keywords: force
132
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 227. Overturning of retaining wall Keywords: point of overturning, resisting moment, driving moment
228. Design of wall against sliding Keywords: resisting force, driving force, sand, clay
133
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 229. Shear keys in sliding wall Keywords: shear key, alternative location
230. General stability of retaining wall Keywords: driving moment, resisting moment, failure surface
134
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 231. Reinforcement in retaining wall Keywords: moment, reinforcement
232. Location of reinforcement Keywords: moment distribution
135
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 233. Tilting of retaining structure Keywords: bridge abutment, design, actual pressure, yielding
234. Counterfort walls Keywords: elevation
136
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 235. Drainage of wall Keywords: drain, pore water pressure, slip surface
236. Drainage of retaining structure Keywords: drain, slip surface, pore pressure distribution
237. Drainage of retaining structure Keywords: failure surface, drainage layer, pore water pressure
137
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 238. Reinforced earth, type Vidal Keywords: metal strip
239. Reinforce earth wall Keywords: metal strip, spacing, star-shaped element, stress distribution, actual failure surface
138
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 240. Required length of earth reinforcement Keywords: earth pressure, length, failure surface
241. Bearing capacity failure of retaining structure Keywords: base failure
139
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 242. Fabric reinforced wall Keywords: precast concrete element, fabric, soil
243. Fabric reinforced wall Keywords: reinforcement
140
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure 244. Examples of fabric reinforced wall Keywords: failure surface, fabric
245. Design of fabric reinforced wall Keywords: failure surface, length
141
Bengt Broms – Foundation Engineering – Chapter 10 – Lateral Earth Pressure
142
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures
Chapter 11. Soil retaining structures
Page
246. Support systems Keywords: anchored wall, strutted wall, cantilever wall, sheet pile, strut, wale beam, ground anchor
247. Wood elements
146
146
Keywords: groove, spline, tongue, driving sequence
248. Concrete elements
147
Keywords: heavy, difficult, grouted, driving
249. Steel sheet piles
147
Keywords: light, difficult to drive
250. Sheet piles details
148
Keywords: anchor rod, lagging, wedge, wale beam, soldier beam
251. Details of wall construction
148
Keywords: poling boards, soldier beams (King post), strap, clip, welded studs, washers, soldier beam placed in predrilled borehole
252. Bored pile wall
149
Keywords: wale beam, ground anchor
253. Berliner wall
149
Keywords: soldier pile, precast element, ground anchor, shotcrete, rail, wire mesh
254. Factor of safety of retaining wall
150
Keywords: active earth pressure, passive earth pressure, factor of safety, water pressure, friction angle,
255. Cantilever sheet pile wall
150
Keywords: flow line, equipotential line, water pressure, net water pressure
256. Earth pressure distribution of cantilever wall, friction soil
151
Keywords: uplift, dragdown, gradient, water pressure, Rankine
257. Earth pressure distribution of cantilever wall, cohesive soil
151
Keywords: undrained shear strength, cohesion, net pressure, active earth pressure, Rankine, actual, assumed, water pressure
258. Earth pressure distribution of cantilever wall, factor of safety
152
Keywords: clay, depth, factor of safety, cohesion, depth
259. Design of sheet pile walls Keywords: wale beam, anchor rod, sheet pile
260. Failure mechanisms
152 153
Keywords: plastic hinge, rotation
261. Anchored sheet pile wall (Free earth support) Keywords: center of rotation, surface load, resisting moment, driving moment, depth, earth pressure, net pressure, overburden pressure
262. Earth pressure distribution in cohesive soil with wall friction
153
154
Keywords: adhesion, wall friction, depth, cohesion, vertical pressure, surface load
263. Critical height of sheet pile wall in clay Keywords: no wall friction, with wall friction, stability factor, unstable, stable, undrained
143
154
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures undrained shear strength,
264. Earth pressure distribution along sheet pile wall
155
Keywords: passive earth pressure, active earth pressure, sand, clay, surface pressure
265. Moment distribution in sheet pile wall
155
Keywords: distributed load, moment, distributed load, shear distribution, surface load
266. Anchored or braced sheet pile wall Keywords: flexible, stiff, assumed, deflection, earth pressure distribution, moment distribution, anchor
267. Moment reduction in sheet pile wall
156
156
Keywords: anchor, moment, reduced load
268. Deflection of sheet pile wall
157
Keywords: stiffness, height
269. Moment as function of sheet pile height
157
Keywords: dense sand, loose sand, moment
270. Anchor systems
158
Keywords: soil anchor, rock anchor, concrete slab, piles, short sheet pile, inclination
271. Anchor piles
158
Keywords: piles, pull out resistance
272. Design aspects of anchor plate
159
Keywords: anchor plate, passive earth pressure, anchor force, active earth pressure, passive earth pressure, critical failure surface, anchor depth
273. Critical depth of anchor plate in sand
159
Keywords: friction angle, depth, passive earth pressure
274. Critical depth of anchor plate in clay
160
Keywords: undrained shear strength, critical depth
275. Pull out resistance of anchor plate in clay
160
Keywords: depth,
276. Settlement behind sheet pile wall
160
Keywords: anchor force, settlement, inclination
277. Strutted wall
161
Keywords: soil anchor, passive resistance, wedge, horizontal anchor
278. Anchored wall
161
Keywords: soil anchor, inclined anchor, failure wedge,
279. General stability of anchored wall
161
Keywords: failure surface, failure surface, factor of safety, active earth pressure, passive earth pressure
280. Load distribution between soil anchors
162
Keywords: Manfred Panel C1, Bergshamra Panel A, load, arching
281. Force redistribution in soil wedge
162
Keywords: failure surface
282. Braced excavations
163
Keywords: settlement, strut, wale beam
144
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 283. Earth pressure distributions (design)
163
Keywords: earth pressure distribution, sand, soft clay, stiff fissured clay, depth, undrained shear strength, struts
284. Strut forces
164
Keywords: hinge
285. Strut forces in adjacent excavations
164
Keywords: tensile crack, first strut, second strut, undrained shear strength, failure surface
286. Water flow into excavation in sand
164
Keywords: flow line, ground water, quick condition, critical gradient, depth of excavation
287. Bottom heave in excavation
165
Keywords: sand, clay, adhesion, ground water, struts critical depth
288. Bottom heave in excavation in clay
165
Keywords: stability factor, struts, depth, width
289. Bottom heave in excavation in clay, effect of wall adhesion
166
Keywords: stability factor, adhesion
290. Settlement adjacent to strutted excavation
166
Keywords: struts, settlements, ground water level, base heave, stability, lateral displacement, workmanship
291. Estimate of settlement adjacent to excavation Keywords: ground loss, distance, maximum depth of excavation, sand, clay, settlement, very soft clay, stability factor, A, B, C
292. Bored pile wall with soil anchors
167
167
Keywords: shotcrete, soil anchor, soft clay, undrained shear strength, bored pile, ground anchor
293. Slurry walls or diaphragm walls
168
Keywords: wall panel, ground anchor
294. Slurry wall construction
168
Keywords: grab, bentonite slurry, reinforcement cage, steel tube, excavation, placement of steel tube, placement of reinforcement, concreting
295. Stability of slots
169
Keywords: soil wedge
296. Bentonite slurry
169
Keywords: oil well drilling, soil borings, bentonite clay, montmorillonite, barite, barium sulphate, slurry density
297. Stability of slurry excavation
170
Keywords: ground beams, bentonite slurry, filter skin, density of slurry, failure wedge
298. Maximum depth of slurry excavation
170
Keywords: layer of stones or gravel, viscosity, tixotrophy, filter skin, undrained shear strength, active earth pressure, ground water level
299. Concreting of slurry excavation
171
Keywords: soft clay, critical depth, undrained shear strength, density, tremmie pipe
300. Deformation of concrete wall
171
Keywords: active earth pressure, at rest pressure, Winkler foundation, load redistribution, deformation, soil anchor
145
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures
Chapter 11. Soil retaining structures 246. Support systems Keywords: anchored wall, strutted wall, cantilever wall, sheet pile, strut, wale beam, ground anchor
247. Wood elements Keywords: groove, spline, tongue, driving sequence
146
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 248. Concrete elements Keywords: heavy, difficult, grouted, driving
249. Steel sheet piles Keywords: light, difficult to drive
147
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 250. Sheet piles details Keywords: anchor rod, lagging, wedge, wale beam, soldier beam
251. Details of wall construction Keywords: poling boards, soldier beams (King post), strap, clip, welded studs, washers, soldier beam placed in predrilled borehole
148
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 252. Bored pile wall Keywords: wale beam, ground anchor
253. Berliner wall Keywords: soldier pile, precast element, ground anchor, shotcrete, rail, wire mesh
149
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 254. Factor of safety of retaining wall Keywords: active earth pressure, passive earth pressure, factor of safety, water pressure, friction angle,
255. Cantilever sheet pile wall Keywords: flow line, equipotential line, water pressure, net water pressure
150
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 256. Earth pressure distribution of cantilever wall, friction soil Keywords: uplift, dragdown, gradient, water pressure, Rankine
257. Earth pressure distribution of cantilever wall, cohesive soil Keywords: undrained shear strength, cohesion, net pressure, active earth pressure, Rankine, actual, assumed, water pressure
151
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 258. Earth pressure distribution of cantilever wall, factor of safety Keywords: clay, depth, factor of safety, cohesion, depth
259. Design of sheet pile walls Keywords: wale beam, anchor rod, sheet pile
152
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 260. Failure mechanisms Keywords: plastic hinge, rotation
261. Anchored sheet pile wall (Free earth support) Keywords: center of rotation, surface load, resisting moment, driving moment, depth, earth pressure, net pressure, overburden pressure
153
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 262. Earth pressure distribution in cohesive soil with wall friction Keywords: adhesion, wall friction, depth, cohesion, vertical pressure, surface load
263. Critical height of sheet pile wall in clay Keywords: no wall friction, with wall friction, stability factor, unstable, stable, undrained shear strength,
154
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 264. Earth pressure distribution along sheet pile wall Keywords: passive earth pressure, active earth pressure, sand, clay, surface pressure
265. Moment distribution in sheet pile wall Keywords: distributed load, moment, distributed load, shear distribution, surface load
155
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 266. Anchored or braced sheet pile wall Keywords: flexible, stiff, assumed, deflection, earth pressure distribution, moment distribution, anchor
267. Moment reduction in sheet pile wall Keywords: anchor, moment, reduced load
156
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 268. Deflection of sheet pile wall Keywords: stiffness, height
269. Moment as function of sheet pile height Keywords: dense sand, loose sand, moment
157
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 270. Anchor systems Keywords: soil anchor, rock anchor, concrete slab, piles, short sheet pile, inclination
271. Anchor piles Keywords: piles, pull out resistance
158
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 272. Design aspects of anchor plate Keywords: anchor plate, passive earth pressure, anchor force, active earth pressure, passive earth pressure, critical failure surface, anchor depth
273. Critical depth of anchor plate in sand Keywords: friction angle, depth, passive earth pressure
159
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 274. Critical depth of anchor plate in clay Keywords: undrained shear strength, critical depth
275. Pull out resistance of anchor plate in clay Keywords: depth,
276. Settlement behind sheet pile wall Keywords: anchor force, settlement, inclination
160
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 277. Strutted wall Keywords: soil anchor, passive resistance, wedge, horizontal anchor
278. Anchored wall Keywords: soil anchor, inclined anchor, failure wedge,
279. General stability of anchored wall Keywords: failure surface, failure surface, factor of safety, active earth pressure, passive earth pressure
161
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 280. Load distribution between soil anchors Keywords: Manfred Panel C1, Bergshamra Panel A, load, arching
281. Force redistribution in soil wedge Keywords: failure surface
162
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 282. Braced excavations Keywords: settlement, strut, wale beam
283. Earth pressure distributions (design) Keywords: earth pressure distribution, sand, soft clay, stiff fissured clay, depth, undrained shear strength, struts
163
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 284. Strut forces Keywords: hinge
285. Strut forces in adjacent excavations Keywords: tensile crack, first strut, second strut, undrained shear strength, failure surface
286. Water flow into excavation in sand Keywords: flow line, ground water, quick condition, critical gradient, depth of excavation
164
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 287. Bottom heave in excavation Keywords: sand, clay, adhesion, ground water, struts critical depth
288. Bottom heave in excavation in clay Keywords: stability factor, struts, depth, width
165
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 289. Bottom heave in excavation in clay, effect of wall adhesion Keywords: stability factor, adhesion
290. Settlement adjacent to strutted excavation Keywords: struts, settlements, ground water level, base heave, stability, lateral displacement, workmanship
166
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 291. Estimate of settlement adjacent to excavation Keywords: ground loss, distance, maximum depth of excavation, sand, clay, settlement, very soft clay, stability factor, A, B, C
292. Bored pile wall with soil anchors Keywords: shotcrete, soil anchor, soft clay, undrained shear strength, bored pile, ground anchor
167
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 293. Slurry walls or diaphragm walls Keywords: wall panel, ground anchor
294. Slurry wall construction Keywords: grab, bentonite slurry, reinforcement cage, steel tube, excavation, placement of steel tube, placement of reinforcement, concreting
168
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 295. Stability of slots Keywords: soil wedge
296. Bentonite slurry Keywords: oil well drilling, soil borings, bentonite clay, montmorillonite, barite, barium sulphate, slurry density
169
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 297. Stability of slurry excavation Keywords: ground beams, bentonite slurry, filter skin, density of slurry, failure wedge
298. Maximum depth of slurry excavation Keywords: layer of stones or gravel, viscosity, tixotrophy, filter skin, undrained shear strength, active earth pressure, ground water level
170
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures 299. Concreting of slurry excavation Keywords: soft clay, critical depth, undrained shear strength, density, tremmie pipe
300. Deformation of concrete wall Keywords: active earth pressure, at rest pressure, Winkler foundation, load redistribution, deformation, soil anchor
171
Bengt Broms – Foundation Engineering – Chapter 11 – Soil Retaining Structures
172
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles
Chapter 12. Pile foundations - Single piles 301. Piles
Page 177
Keywords: pile cap, piles, soft clay, sand, raker pile, batter pile
302. Vibrations
177
Keywords: tanks, silos, chimneys, machine foundations, sand, ground water
303. Examples of pile foundations
178
Keywords: compaction piles, raked piles, damping of piles, small damping, vibrations
304. Stability of bridge abutment
178
Keywords: soft clay, fill, bridge abutment
305. Embankment piles
179
Keywords: soft clay, raked piles, bridge abutment, fill
306. Anchor piles for dry docks, subway stations
179
Keywords: ground water, up-lift force, anchor piles
307. Offshore structures on piles
180
Keywords: cyclic loading, scour, compression, steel pipe piles, tension force
308. Stabilisation of slope by piles
180
Keywords: slope stability, large diameter pile, steel pipe pile, failure surface
309. Design of embankment piles
181
Keywords: failure surface, clay, precast piles,
310. Anchor piles in swelling soil
181
Keywords: seasonal changes, swelling clay, montmorillonite, high liquid limit, high plasticity index, building
311. Examples of pile types
182
Keywords: driven piles, bored piles, jacked-down piles, screw piles, hydraulic jack
312. Piles foundations
182
Keywords: concrete pile, steel pile, timber, H pile
313. Pile types
183
Keywords: large displacement piles, small displacement piles, non-displacement piles, bored piles, precast piles, pipe piles, cased, uncased
314. Loading conditions of piles
183
Keywords: compression, lateral load, tension
315. Load transfer to piles
184
Keywords: friction or floating piles, end bearing piles, clay, sand, rock
316. Timber piles
184
Keywords: advantages, difficulties, limit bearing capacity, soft clay, tip, shaft, ground water, butt
317. Pile splices
185
Keywords: steel sleeve, steel strap
318. Splices and rock points
185
Keywords: rock point,
173
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 319. Precast concrete piles
186
Keywords: point, concrete, reinforcement. pile diameter
320. Lifting of piles
186
Keywords: pile length, lifting hooks, moment
321. Prestressed concrete piles
187
Keywords: height strength concrete, brittle, reduced cracking, reduced ductility
322. Concrete strength (CP 2004)
187
Keywords: cube strength, hard driving, normal to easy driving, high capacity, reduced weight, easy driving
323. Installation of jacked-down piles
188
Keywords: pump, manometer, steel insert, hydraulic jack, pile segment
324. Bored piles
188
Keywords: auger, reinforcement, tremmie pipe, concreting
325. Examples of bored piles
189
Keywords: bored piles, drilling of shaft, drilling of bell, concrete, stiff clay, reinforcement
326. Bored piles with bell
189
Keywords: bells
327. Cast-in-place piles
190
Keywords: casing, driving, casing filled with water, casing filled with concrete, reinforcement
328. Necking during casting of pile shaft in soft clay
190
Keywords: casing, soft clay, sand or silt, ground water
329. Slurry trench wall construction
191
Keywords: ground water, surface casing, bentonite slurry, chisel, pouring of concrete, lowering of reinforcement element
330. Shapes of slurry trench pile elements
191
Keywords: size
331. Raymond step tapered pile
192
Keywords: steel shell, steel cone, light bulb, reinforcement cage, casting of concrete
332. Franki pile Keywords: concrete plug, bulb, internal hammer, prefabricated shaft, light casing
333. Steel H-pile
192 193
Keywords: easy to drive, easy to cut, corrosion, expensive, splicing, soil plug, driving shoe, steel plate
334. Steel pipe piles
193
Keywords: diameter, closed or open ended, soil plug, diameter
335. Corrosion
194
Keywords: steel piles, concrete piles, National Bureau of Standards, splices, reinforcement, salt water
336. Settlement around during driving in sand
194
Keywords: settlement, diameter, compaction within this zone
337. Effect of pile driving in clay
195
Keywords: soft clay, heave, volume, soft clay, remoulded zone, pore water pressure, undrained shear strength
174
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 338. Redriving of piles in clay
195
Keywords: risen piles, redriving, heave, soft clay, separation of splice
339. Load distribution along pile
196
Keywords: sand, clay, point resistance, shaft resistance
340. Pile load as function of pile displacement
197
Keywords: load, displacement, soft clay, stiff clay, sand, cast in place pile, driven pile, with bell
341. Load deformation relationship of piles
197
Keywords: pile load, displacement, point resistance, skin resistance
342. Direction of pile loading
198
Keywords: compression, tension, weight of pile, factor of safety, allowable load, point resistance, shaft resistance
343. Determination of bearing capacity at pile point
198
Keywords: end bearing, undrained shear strength, bearing capacity factor
344. Pile bearing capacity according to Meyerhof Keywords: friction angle, bearing capacity factor
345. Bearing capacity factor of piles
199 199
Keywords: Terzaghi, Berezantsev, Meyerhof, Vesic, Brinch Hansen, de Beer, friction angle
346. Failure mechanism at pile point
200
Keywords: point resistance, rigidity index, failure surface, compressibility, rigidity index
347. Comparison of cone resistance and pile point resistance
200
Keywords: area of pile, sand
348. Comparison of SPTN-value and pile point resistance
201
Keywords: SPT, sand, pile diameter
349. Lateral pressure against pile shaft
202
Keywords: bored pile, small displacement pile, large displacement pile, straight shaft, tapered shaft, lateral earth pressure
350. Determination of pile capacity in sand
202
Keywords: loose, dense, coefficient of lateral earth pressure at rest, small, Vesic, displacement pile, non-displacement pile, tapered pile
351. Pile shaft capacity in sand
203
Keywords: pile type, sand, critical depth,
352. Lateral pressure against pile shaft
203
Keywords: Mansur & Hunter, Tavenas, Ireland, lateral earth pressure
353. Critical depth of pile shaft resistance
204
Keywords: friction angle, bearing capacity value, diameter, length
354. Estimate of pile capacity based on Weight sounding test (WST)
204
Keywords: half-turns, timber piles, concrete piles, Norwegian Pile Commission, skin area
355. Failure surface at pile point in clay
205
Keywords: failure surface, diameter, area of pile
356. Skin friction resistance along pile shaft Keywords: cone penetration test, friction sleeve small displacement pile, large displacement pile
175
205
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 357. Bearing capacity of piles in clay
206
Keywords: normally consolidated clay, overconsolidated clay, undrained shear strength, reduction , ground surface
358. Lambda-method
207
Keywords: offshore structures, depth, mean value, skin resistance
359. Estimate of pile skin resistance in clay
208
Keywords: effective overburden pressure, Flaate, Selnes, undrained shear strength
360. Load transfer from pile to soil as function of pile displacement
209
Keywords: t-z curves, q-y curve, driven pile, bored pile
361. Negative skin friction along piles
209
Keywords: lowering of ground water level, driven pile, bored pile
362. Failure modes of horizontally loaded piles
210
Keywords: soil failure, pile failure, failure mechanism
363. Lateral pile resistance in sand
210
Keywords: sand, horizontal load, force
364. Lateral pile resistance in clay (rotational mode)
211
Keywords: undrained shear strength, heave, passive earth pressure, lateral force, diameter, depth
365. Lateral pile resistance in clay (pile failure mode) Keywords: undrained shear strength, diameter, yield, moment, lateral force
176
211
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles
Chapter 12. Pile foundations - Single piles 301. Piles Keywords: pile cap, piles, soft clay, sand, raker pile, batter pile
302. Vibrations Keywords: tanks, silos, chimneys, machine foundations, sand, ground water
177
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 303. Examples of pile foundations Keywords: compaction piles, raked piles, damping of piles, small damping, vibrations
304. Stability of bridge abutment Keywords: soft clay, fill, bridge abutment
178
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 305. Embankment piles Keywords: soft clay, raked piles, bridge abutment, fill
306. Anchor piles for dry docks, subway stations Keywords: ground water, up-lift force, anchor piles
179
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 307. Offshore structures on piles Keywords: cyclic loading, scour, compression, steel pipe piles, tension force
308. Stabilisation of slope by piles Keywords: slope stability, large diameter pile, steel pipe pile, failure surface
180
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 309. Design of embankment piles Keywords: failure surface, clay, precast piles,
310. Anchor piles in swelling soil Keywords: seasonal changes, swelling clay, montmorillonite, high liquid limit, high plasticity index, building
181
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 311. Examples of pile types Keywords: driven piles, bored piles, jacked-down piles, screw piles, hydraulic Jack
312. Piles foundations Keywords: concrete pile, steel pile, timber, H pile
182
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 313. Pile types Keywords: large displacement piles, small displacement piles, non-displacement piles, bored piles, precast piles, pipe piles, cased, uncased
314. Loading conditions of piles Keywords: compression, lateral load, tension
183
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 315. Load transfer to piles Keywords: friction or floating piles, end bearing piles, clay, sand, rock
316. Timber piles Keywords: advantages, difficulties, limit bearing capacity, soft clay, tip, shaft, ground water, butt
184
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 317. Pile splices Keywords: steel sleeve, steel strap
318. Splices and rock points Keywords: rock point,
185
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 319. Precast concrete piles Keywords: point, concrete, reinforcement. pile diameter
320. Lifting of piles Keywords: pile length, lifting hooks, moment
186
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 321. Prestressed concrete piles Keywords: height strength concrete, brittle, reduced cracking, reduced ductility
322. Concrete strength (CP 2004) Keywords: cube strength, hard driving, normal to easy driving, high capacity, reduced weight, easy driving
187
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 323. Installation of jacked-down piles Keywords: pump, manometer, steel insert, hydraulic jack, pile segment
324. Bored piles Keywords: auger, reinforcement, tremmie pipe, concreting
188
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 325. Examples of bored piles Keywords: bored piles, drilling of shaft, drilling of bell, concrete, stiff clay, reinforcement
326. Bored piles with bell Keywords: bells
189
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 327. Cast-in-place piles Keywords: casing, driving, casing filled with water, casing filled with concrete, reinforcement
328. Necking during casting of pile shaft in soft clay Keywords: casing, soft clay, sand or silt, ground water
190
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 329. Slurry trench wall construction Keywords: ground water, surface casing, bentonite slurry, chisel, pouring of concrete, lowering of reinforcement element
330. Shapes of slurry trench pile elements Keywords: size
191
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 331. Raymond step tapered pile Keywords: steel shell, steel cone, light bulb, reinforcement cage, casting of concrete
332. Franki pile Keywords: concrete plug, bulb, internal hammer, prefabricated shaft, light casing
192
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 333. Steel H-pile Keywords: easy to drive, easy to cut, corrosion, expensive, splicing, soil plug, driving shoe, steel plate
334. Steel pipe piles Keywords: diameter, closed or open ended, soil plug, diameter
193
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 335. Corrosion Keywords: steel piles, concrete piles, National Bureau of Standards, splices, reinforcement, salt water
336. Settlement around during driving in sand Keywords: settlement, diameter, compaction within this zone
194
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 337. Effect of pile driving in clay Keywords: soft clay, heave, volume, soft clay, remoulded zone, pore water pressure, undrained shear strength
338. Redriving of piles in clay Keywords: risen piles, redriving, heave, soft clay, separation of splice
195
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 339. Load distribution along pile Keywords: sand, clay, point resistance, shaft resistance
196
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 340. Pile load as function of pile displacement Keywords: load, displacement, soft clay, stiff clay, sand, cast in place pile, driven pile, with Bell
341. Load deformation relationship of piles Keywords: pile load, displacement, point resistance, skin resistance
197
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 342. Direction of pile loading Keywords: compression, tension, weight of pile, factor of safety, allowable load, point resistance, shaft resistance
343. Determination of bearing capacity at pile point Keywords: end bearing, undrained shear strength, bearing capacity factor
198
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 344. Pile bearing capacity according to Meyerhof Keywords: friction angle, bearing capacity factor
345. Bearing capacity factor of piles Keywords: Terzaghi, Berezantsev, Meyerhof, Vesic, Brinch Hansen, de Beer, friction angle
199
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 346. Failure mechanism at pile point Keywords: point resistance, rigidity index, failure surface, compressibility, rigidity index
347. Comparison of cone resistance and pile point resistance Keywords: area of pile, sand
200
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 348. Comparison of SPTN-value and pile point resistance Keywords: SPT, sand, pile diameter
201
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 349. Lateral pressure against pile shaft Keywords: bored pile, small displacement pile, large displacement pile, straight shaft, tapered shaft, lateral earth pressure
350. Determination of pile capacity in sand Keywords: loose, dense, coefficient of lateral earth pressure at rest, small, Vesic, displacement pile, non-displacement pile, tapered pile
202
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 351. Pile shaft capacity in sand Keywords: pile type, sand, critical depth,
352. Lateral pressure against pile shaft Keywords: Mansur & Hunter, Tavenas, Ireland, lateral earth pressure
203
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 353. Critical depth of pile shaft resistance Keywords: friction angle, bearing capacity value, diameter, length
354. Estimate of pile capacity based on Weight sounding test (WST) Keywords: half-turns, timber piles, concrete piles, Norwegian Pile Commission, skin área
204
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 355. Failure surface at pile point in clay Keywords: failure surface, diameter, area of pile
356. Skin friction resistance along pile shaft Keywords: cone penetration test, friction sleeve small displacement pile, large displacement pile
205
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 357. Bearing capacity of piles in clay Keywords: normally consolidated clay, overconsolidated clay, undrained shear strength, reduction , ground surface
206
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 358. Lambda-method Keywords: offshore structures, depth, mean value, skin resistance
207
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 359. Estimate of pile skin resistance in clay Keywords: effective overburden pressure, Flaate, Selnes, undrained shear strength
208
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 360. Load transfer from pile to soil as function of pile displacement Keywords: t-z curves, q-y curve, driven pile, bored pile
361. Negative skin friction along piles Keywords: lowering of ground water level, driven pile, bored pile
209
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile 362. Failure modes of horizontally loaded piles Keywords: soil failure, pile failure, failure mechanism
363. Lateral pile resistance in sand Keywords: sand, horizontal load, force
210
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Piles 364. Lateral pile resistance in clay (rotational mode) Keywords: undrained shear strength, heave, passive earth pressure, lateral force, diameter, depth
365. Lateral pile resistance in clay (pile failure mode) Keywords: undrained shear strength, diameter, yield, moment, lateral force
211
Bengt Broms – Foundation Engineering – Chap. 12. Pile Foundations - Single Pile
212
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis
Chapter 13. Single piles - Dynamic analysis 366. Pile driving equipment
Page 214
Keywords: drop hammer, diesel hammer, vibratory hammer, steam hammer, single acting, double acting
367. Dynamic pile test
214
Keywords: hammer, helmet, cap block, cushion, pile, stress wave, depth, steel, concrete, wood
368. Stress wave analysis, rigid base
215
Keywords: particle velocity, wave velocity, impedance, rebound of hammer
369. Stress wave analysis, soft base
215
Keywords: particle velocity, length, impedance
370. Detection of pile defect by dynamic test
216
Keywords: hammer velocity, particle velocity, wave velocity, force, accelerometer, impedance, warning, strain gauge, time, wave length, fracture
371. Determination of dynamic pile bearing capacity
216
Keywords: hammer, force, displacement, elastic compression, drop height,
372. Pile driving formulae (definition)
217
Keywords: mass of hammer, penetration resistance, effective height of fall, mass of pile, coefficient of restitution elastic compression, soil, cushion, dynamic pile capacity
373. Pile driving formulae
217
Keywords: Hiley, Kreuger, Janbu, elastic compression, cushion, pile, soil, load distribution factor, dynamic pile capacity
374. Elastic compression of pile
218
Keywords: cushion, pen, set, pile, hammer
375. Static pile load test
218
Keywords: applied load, displacement, point bearing pile, elastic compression, pile shaft, friction pile, sand, clay
376. Definition of pile failure load
219
Keywords: settlement, applied load, range, pile diameter
377. Types of pile loading tests
219
Keywords: maintained load, constant rate of penetration (CRP)
213
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis
Chapter 13. Single piles - Dynamic analysis 366. Pile driving equipment Keywords: drop hammer, diesel hammer, vibratory hammer, steam hammer, single acting, double acting
367. Dynamic pile test Keywords: hammer, helmet, cap block, cushion, pile, stress wave, depth, steel, concrete, wood
214
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis 368. Stress wave analysis, rigid base Keywords: particle velocity, wave velocity, impedance, rebound of hammer
369. Stress wave analysis, soft base Keywords: particle velocity, length, impedance
215
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis 370. Detection of pile defect by dynamic test Keywords: hammer velocity, particle velocity, wave velocity, force, accelerometer, impedance, warning, strain gauge, time, wave length, fracture
371. Determination of dynamic pile bearing capacity Keywords: hammer, force, displacement, elastic compression, drop height,
216
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis 372. Pile driving formulae (definition) Keywords: mass of hammer, penetration resistance, effective height of fall, mass of pile, coefficient of restitution elastic compression, soil, cushion, dynamic pile capacity
373. Pile driving formulae Keywords: Hiley, Kreuger, Janbu, elastic compression, cushion, pile, soil, load distribution factor, dynamic pile capacity
217
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis 374. Elastic compression of pile Keywords: cushion, pen, set, pile, hammer
375. Static pile load test Keywords: applied load, displacement, point bearing pile, elastic compression, pile shaft, friction pile, sand, clay
218
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis 376. Definition of pile failure load Keywords: settlement, applied load, range, pile diameter
377. Types of pile loading tests Keywords: maintained load, constant rate of penetration (CRP)
219
Bengt Broms – Foundation Engineering – Chap.13. Single Piles-Dynamic Analysis
220
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups
Chapter 14. Pile foundations - Pile Groups 378. Pile group in clay
Page 223
Keywords: elevation, plan, perimeter, plan, undrained shear strength
379. Examples of pile groups
224
Keywords: single footings, foundation walls, friction pile, end-bearing pile, footing
380. Efficiency of pile group in clay
224
Keywords: pile spacing, efficiency, optimum spacing, Sowers, length, model test, clay, Bentonite, calculated, measured
381. Settlement of pile group in clay
225
Keywords: pile group, clay, 2:1 distribution, pile length
382. Efficiency of pile group (model tests)
225
Keywords: pile load , applied load, Whitaker, ultimate load of pile group, center pile, corner pile, model test
383. Efficiency of pile group in sand (model test)
226
Keywords: efficiency, width, length, model test, fine sand, row, group, pile spacing
384. Pile groups in sand (model tests)
226
Keywords: load, displacement, pile group, Kezdi, diameter, spacing, fine sand
385. Load distribution in pile group
227
Keywords: pile group, ultimate strength, compression, tension, center or rotation
386. Eccentric loading in pile group (example)
228
Keywords: assumed centre of rotation, imaginary pile, rows
387. Eccentric loading in pile group (example cont.) Keywords: assumed centre of rotation, imaginary pile, rows
388. Load distribution below piled foundation
228 229
Keywords: pressure bulb, raft, piled raft, width, san
389. Stress increase below pile group Keywords: single pile, pile group, stress distribution
390. Settlements below pile group in sand
229 230
Keywords: applied load, single pile, loaded pile, sand
391. Settlement of pile group
230
Keywords: side of pile group, Skempton, single pile, pile group, width
392. Load distribution below pile group in sand
231
Keywords: single pile, pile group, settlement, width, Berezantsev, friction angle
393. Negative skin friction along pile shaft in clay
231
Keywords: fill, clay, neutral point, ground water level, lowering
394. Effect of negative skin friction on piles in clay
232
Keywords: point bearing piles, floating piles, crushing, settlements
395. Protection piles for reduction of negative skin friction Keywords: protection piles
221
232
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 396. Heave caused by pile driving
233
Keywords: clay, surface heave
397. Settlements caused by pile driving in sand
233
Keywords: settlements, cone
398. Settlements caused by pile driving in excavation
234
Keywords: clay, sand, sheet pile wall, vibrations, soil anchor
399. Effect on point resistance by pile driving
234
Keywords: sand, pile length, vibrations, adjacent pile
400. Order of pile driving
235
Keywords: settlements, damage to building, vibrations
401. Differential settlements below building due to pile driving in sand Keywords: sand, traffic, cracking, piles, driving
222
235
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups
Chapter 14. Pile foundations - Pile Groups 378. Pile group in clay Keywords: elevation, plan, perimeter, plan, undrained shear strength
223
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 379. Examples of pile groups Keywords: single footings, foundation walls, friction pile, end-bearing pile, footing
380. Efficiency of pile group in clay Keywords: pile spacing, efficiency, optimum spacing, Sowers, length, model test, clay, Bentonite, calculated, measured
224
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 381. Settlement of pile group in clay Keywords: pile group, clay, 2:1 distribution, pile length
382. Efficiency of pile group (model tests) Keywords: pile load , applied load, Whitaker, ultimate load of pile group, center pile, corner pile, model test
225
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 383. Efficiency of pile group in sand (model test) Keywords: efficiency, width, length, model test, fine sand, row, group, pile spacing
384. Pile groups in sand (model tests) Keywords: load, displacement, pile group, Kezdi, diameter, spacing, fine sand
226
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 385. Load distribution in pile group Keywords: pile group, ultimate strength, compression, tension, center or rotation
227
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 386. Eccentric loading in pile group (example) Keywords: assumed centre of rotation, imaginary pile, rows
387. Eccentric loading in pile group (example cont.) Keywords: assumed centre of rotation, imaginary pile, rows
228
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 388. Load distribution below piled foundation Keywords: pressure bulb, raft, piled raft, width, sand
389. Stress increase below pile group Keywords: single pile, pile group, stress distribution
229
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 390. Settlements below pile group in sand Keywords: applied load, single pile, loaded pile, sand
391. Settlement of pile group Keywords: side of pile group, Skempton, single pile, pile group, width
230
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 392. Load distribution below pile group in sand Keywords: single pile, pile group, settlement, width, Berezantsev, friction angle
393. Negative skin friction along pile shaft in clay Keywords: fill, clay, neutral point, ground water level, lowering
231
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 394. Effect of negative skin friction on piles in clay Keywords: point bearing piles, floating piles, crushing, settlements
395. Protection piles for reduction of negative skin friction Keywords: protection piles
232
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 396. Heave caused by pile driving Keywords: clay, surface heave
397. Settlements caused by pile driving in sand Keywords: settlements, cone
233
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 398. Settlements caused by pile driving in excavation Keywords: clay, sand, sheet pile wall, vibrations, soil anchor
399. Effect on point resistance by pile driving Keywords: sand, pile length, vibrations, adjacent pile
234
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups 400. Order of pile driving Keywords: settlements, damage to building, vibrations
401. Differential settlements below building due to pile driving in sand Keywords: sand, traffic, cracking, piles, driving
235
Bengt Broms – Foundation Engineering – Chap.14. Pile Foundations - Pile Groups
236
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