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KALTIM – 5 PROJECT 2500 MTPD AMMONIA & 3500 MTPD UREA PLANT GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE

Doc. No

: K5-00-E8-GS-001-I

Job No

: 10107/BA096300/11-018-01

Rev. No

:5

ATTACHMENT-1 SOIL BEARING CAPACITY FOR SHALLOW FOUNDATION

KALTIM – 5 PROJECT 2500 MTPD AMMONIA & 3500 MTPD UREA PLANT GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE

1

Doc. No

: K5-00-E8-GS-001-I

Job No

: 10107/BA096300/11-018-01

Rev. No

:5

GENERAL This page is prepared to explain Bearing Capacity of Shallow Foundation for Kaltim-5 Project 2500 MTPD Ammonia & 3500 MTPD Urea Plant of PT. Pupuk Kalimantan Timur Bontang, Kalimantan Timur, Indonesia

2

REFERENCE DOCUMENT 1. Soil Investigation for Kaltim 5 Project 2500 MTPD Ammonia and 3500 MTPD Urea Plant Bontang 3. East Kalimantan, Indonesia. 2. Foundation Analysis and Design - Bowles (1997) 3. Principle of Foundation Engineering, Braja M Das

3

SOIL BEARING CAPACITY OF SHALLOW FOUNDATION The allowable bearing capacity of shallow foundation is based on the minimum of a. The bearing capacity, which consider soil strength b. Limiting the settlement of foundation Bearing Capacity from SPT The SPT is widely used to obtain the bearing capacity of soils directly. One of the earliest published relationships was that of Terzaghi and Peck (1967). This has been widely used,but an accumulation of field observations has shown these curves to be overly conservative.Meyerhof (1956, 1974) published equations for computing the allowable bearing capacity for a 25-mm settlement. These could be used to produce curves similar to those of Terzaghi and Peck and thus were also very conservative. Considering the accumulation of field obser-vations and the stated opinions of the authors and others, this author adjusted the Meyerhof equations for an approximate 50 percent increase in allowable bearing capacity to obtain the following:

where qa = allowable bearing pressure for DH0 = 25-mm or 1-in. settlement, kPa or ksf Kd = 1 + 0.33(D/B) < 1.33 [as suggested by Meyerhof (1965)] F factors as follows :

F1 F2 F3 F4

N55 N70 SI Fps SI Fps 0.05 2.5 0.04 2 0.08 4 0.06 3.2 0.3 1 same same 1.2 4

The result of bearing capacity for each borehole is presented in section 4.0

KALTIM – 5 PROJECT 2500 MTPD AMMONIA & 3500 MTPD UREA PLANT GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE

Doc. No

: K5-00-E8-GS-001-I

Job No

: 10107/BA096300/11-018-01

Rev. No

:5

Foundation Settlement The settlement of individual foundations due to consolidation of underlying clay soils will depend upon foundation size, shape, depth and magnitude of the applied load. The proximity of adjacent foundation will influence the settlement experienced by foundation in a group. Computations were made to estimate settlements for square footings of various width (B) and length width ratios (L/B), for a range of applied net bearing pressures, which included beareng pressures, caused the dead load plus operating live loads, but are less than the maximum allowable net bearing pressure. The foundation were assumed to be placed at depth of 1.0 m below plant elevation. For these analysis used long term consoliation after Terzaghi and Elastic Settlement Based on The Theory of Elasticity. The maximum allowable of settlement is 25.4 cm (1 inch). Total of settlement is calculated as follow : Stot = Se + Sc where : S tot Se Sc

= = =

total settlement (m) immediate settlement (m) consolidation settlement (m)

A. Elastic Settlement Based on The Theory of Elasticity

However, if the foundation shown in picture above is rigid, the immediate settlement will be modified and can be expressed as The formula :

Se

=

qo (aB')

1- ms2

Is If Es

where q0

= net applied pressure on the foundation

ms

= Poisson's ration of soil

Es

= average modulus of elasticity of the soil under the foundation, measured from z = 0 to about z = 4B = B/2 for center of foundation = B for corner of foundation = a factor that depends on the location on the foundation where settlement is being calculated

B' a

:

KALTIM – 5 PROJECT 2500 MTPD AMMONIA & 3500 MTPD UREA PLANT GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE

Doc. No

: K5-00-E8-GS-001-I

Job No

: 10107/BA096300/11-018-01

Rev. No

:5

To calculate settlement at the center of the foundation, we used a = 4 m' = L/B and H n' = (B/2) To calculate settlement at a corner of the foundation a = 1 m' = L/B and H n' = B This graphic below used to determine If (depth factor = f (Df/B) ms and L/B)

KALTIM – 5 PROJECT 2500 MTPD AMMONIA & 3500 MTPD UREA PLANT GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE where : Is

=

Doc. No

: K5-00-E8-GS-001-I

Job No

: 10107/BA096300/11-018-01

Rev. No

:5

Shape factor (Steinbrenner, 1934 1 - 2 ms

=

F1

+

F1

=

1 π

(A0 + A1)

F2

=

n' 2π

tan-1 A2

A0

=

m'ln

A1

=

ln

A2

=

ln

1- ms

F2

(1 + m'2 + 1) m'2 + n'2 m' (1+ m'2 + n'2 + 1 (m' + m'2 + 1) 1 + n'2 m' (1+ m'2 + n'2 + 1 m' n'

2

m' + n'2 + 1

B. Consolidation settlement: Consolidation settlement or long term settlement is time dependent, and it occures in saturated clayey soils when they are subjected to increased load caused by foundation construction

a. If Po > Pc

 po  Δp   Cc  H  Sc   log     1  eo   po 

KALTIM – 5 PROJECT 2500 MTPD AMMONIA & 3500 MTPD UREA PLANT GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE

Doc. No

: K5-00-E8-GS-001-I

Job No

: 10107/BA096300/11-018-01

Rev. No

:5

b. If Po < Pc and (Po + ΔP)< Pc

 po  Δp   Cr  H  Sc   log     1 e   po  c. If Po < Pc and (Po + ΔP)> Pc

where : Cc Cr H

 Cr  H   pc   Cc  H   po  Δp  Sc    log    log  1  e   po   1  e   pc  = = =

Compression index Recompression index Layer thickness

e Po ∆P

= = =

Initial void ratio Overburden pressure Additional pressure from upper structures

* Reference : "Principle of Foundation Engineering", Braja M Das The result of Allowable bearing capacity considering allowable settlement 1" (25.4 mm) for each borehole is presented in section 5.0

4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE

Safety Factor :

3

(kN/m2)

qa (kN/m2)

qa (t/m2)

1.20 1.20 1.20 1.20

106.40 77.04 67.16 62.55

35.47 25.68 22.39 20.85

3.55 2.57 2.24 2.08

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 106.40 77.04 67.16 62.55

35.47 25.68 22.39 20.85

3.55 2.57 2.24 2.08

1.33 1.17 1.11 1.08

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 425.60 308.14 268.62 250.19

141.87 102.71 89.54 83.40

14.19 10.27 8.95 8.34

17 17 17 17

1.33 1.33 1.22 1.17

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 452.20 373.77 313.69 286.09

150.73 124.59 104.56 95.36

15.07 12.46 10.46 9.54

2.00 1.20 1.20 1.20 1.20

m 212.80 175.89 160.93 144.16

70.93 58.63 53.64 48.05

7.09 5.86 5.36 4.81

BOR NO.

B (m)

N

Kd

F1

F2

F3

F4

NBL 13

1 2 3 4

4 4 4 4

1.33 1.17 1.11 1.08

0.05 0.05 0.05 0.05

0.08 0.08 0.08 0.08

0.30 0.30 0.30 0.30

NBL 14

1 2 3 4

4 4 4 4

1.33 1.17 1.11 1.08

BH 1 OFFSITE

1 2 3 4

16 16 16 16

BH 1 OFFSITE

1 2 3 4

qu

BH 1 OFFSITE

1 2 3 4

8 8 8 8

Kedalaman Fondasi = 1.33 0.05 0.08 0.30 1.33 0.05 0.08 0.30 1.33 0.05 0.08 0.30 1.25 0.05 0.08 0.30

BH 2 OFF OFFSITE

1 2 3 4

9 9 9 9

1.33 1.17 1.11 1.08

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

3.00 1.20 1.20 1.20 1.20

m 239.40 173.33 151.10 140.73

79.80 57.78 50.37 46.91

7.98 5.78 5.04 4.69

BH 2 OFF OFFSITE

1 2 3 4

9 9 9 9

1.33 1.33 1.22 1.17

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 239.40 197.88 166.07 151.46

79.80 65.96 55.36 50.49

7.98 6.60 5.54 5.05

11 11 11

Kedalaman Fondasi = 1.33 0.05 0.08 0.30 1.33 0.05 0.08 0.30 1.33 0.05 0.08 0.30

2.00 1.20 1.20 1.20

m 292.60 241.85 221.28

97.53 80.62 73.76

9.75 8.06 7.38

BH 2 OFF OFFSITE

1 2 3

4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE

Safety Factor : BOR NO.

3

(kN/m2)

qa (kN/m2)

qa (t/m2)

1.20

198.23

66.08

6.61

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

3.00 1.20 1.20 1.20 1.20

m 159.60 115.55 100.73 93.82

53.20 38.52 33.58 31.27

5.32 3.85 3.36 3.13

1.33 1.17 1.11 1.08

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 133.00 96.29 83.94 78.19

44.33 32.10 27.98 26.06

4.43 3.21 2.80 2.61

40 40 40 40

1.33 1.17 1.11 1.08

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 1064.00 770.36 671.55 625.48

354.67 256.79 223.85 208.49

35.47 25.68 22.39 20.85

1.00 1.20 1.20 1.20 1.20

m 957.60 693.32 604.40 562.93

319.20 231.11 201.47 187.64

31.92 23.11 20.15 18.76

B (m)

N

Kd

F1

F2

F3

F4

4

11

1.25

0.05

0.08

0.30

BH 1

1 2 3 4

6 6 6 6

1.33 1.17 1.11 1.08

BH 2

1 2 3 4

5 5 5 5

BH-3

1 2 3 4

qu

BH-4

1 2 3 4

36 36 36 36

Kedalaman Fondasi = 1.33 0.05 0.08 0.30 1.17 0.05 0.08 0.30 1.11 0.05 0.08 0.30 1.08 0.05 0.08 0.30

BH-5

1 2 3 4

5 5 5 5

1.33 1.17 1.11 1.08

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 133.00 96.29 83.94 78.19

44.33 32.10 27.98 26.06

4.43 3.21 2.80 2.61

BH-6

1 2 3 4

3 3 3 3

1.33 1.17 1.11 1.08

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20 1.20

m 79.80 57.78 50.37 46.91

26.60 19.26 16.79 15.64

2.66 1.93 1.68 1.56

Kedalaman Fondasi =

1.00

m

BOR

B

NO.

(m)

BH-7

1 2 3

N

Kd

F1

F2

F3

F4

4 4 4

1.17 1.08 1.06

0.05 0.05 0.05

0.08 0.08 0.08

0.30 0.30 0.30

1.20 1.20 1.20

qu

qa

(kN/m2)

(kN/m2)

93.20 71.58 63.83

31.07 23.86 21.28

3.11 2.39 2.13

4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE

Safety Factor : BOR NO.

3

(kN/m2)

qa (kN/m2)

qa (t/m2)

1.20

60.16

20.05

2.01

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

0.50 1.20 1.20 1.20 1.20

m 1165.00 894.75 797.84 752.06

388.33 298.25 265.95 250.69

38.83 29.83 26.59 25.07

1.17 1.08 1.06 1.04

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

0.50 1.20 1.20 1.20 1.20

m 209.70 161.06 143.61 135.37

69.90 53.69 47.87 45.12

6.99 5.37 4.79 4.51

9 9 9 9

1.17 1.08 1.06 1.04

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

0.50 1.20 1.20 1.20 1.20

m 209.70 161.06 143.61 135.37

69.90 53.69 47.87 45.12

6.99 5.37 4.79 4.51

0.50 1.20 1.20 1.20 1.20

m 239.40 197.88 166.07 151.46

79.80 65.96 55.36 50.49

7.98 6.60 5.54 5.05

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

2.00 1.20 1.20 1.20 1.20

m 133.00 109.93 92.26 84.14

44.33 36.64 30.75 28.05

4.43 3.66 3.08 2.80

Kedalaman Fondasi =

2.00

B (m)

N

Kd

F1

F2

F3

F4

4

4

1.04

0.05

0.08

0.30

BH-8

1 2 3 4

50 50 50 50

1.17 1.08 1.06 1.04

BH-9

1 2 3 4

9 9 9 9

BH-10

1 2 3 4

BH-11

1 2 3 4

9 9 9 9

Kedalaman Fondasi = 1.33 0.05 0.08 0.30 1.33 0.05 0.08 0.30 1.22 0.05 0.08 0.30 1.17 0.05 0.08 0.30

BH-12

1 2 3 4

5 5 5 5

1.33 1.33 1.22 1.17

BOR

B

NO.

(m)

BH-13

BH-14

qu

m

qu

qa

(kN/m2)

(kN/m2)

N

Kd

F1

F2

F3

F4

1 2 3 4

12 12 12 12

1.33 1.17 1.11 1.08

0.05 0.05 0.05 0.05

0.08 0.08 0.08 0.08

0.30 0.30 0.30 0.30

1.20 1.20 1.20 1.20

319.20 231.11 201.47 187.64

106.40 77.04 67.16 62.55

10.64 7.70 6.72 6.25

1 2 3

2 2 2

1.33 1.33 1.33

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

1.00 1.20 1.20 1.20

m 53.20 43.97 40.23

17.73 14.66 13.41

1.77 1.47 1.34

4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE

Safety Factor : BOR NO.

3

(kN/m2)

qa (kN/m2)

qa (t/m2)

1.20

37.23

12.41

1.24

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

3.50 1.20 1.20 1.20 1.20

m 1165.00 894.75 797.84 752.06

388.33 298.25 265.95 250.69

38.83 29.83 26.59 25.07

1.17 1.08 1.06 1.04

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

0.50 1.20 1.20 1.20 1.20

m 93.20 71.58 63.83 60.16

31.07 23.86 21.28 20.05

3.11 2.39 2.13 2.01

7 7 7 7

1.17 1.08 1.06 1.04

Kedalaman Fondasi = 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30 0.05 0.08 0.30

0.50 1.20 1.20 1.20 1.20

m 163.10 125.27 111.70 105.29

54.37 41.76 37.23 35.10

5.44 4.18 3.72 3.51

3 3 3 3

Kedalaman Fondasi = 1.17 0.05 0.08 0.30 1.06 0.05 0.08 0.30 1.03 0.05 0.08 0.30 1.02 0.05 0.08 0.30

0.50 1.20 1.20 1.20 1.20

m 69.90 47.87 43.53 41.74

23.30 15.96 14.51 13.91

2.33 1.60 1.45 1.39

Kedalaman Fondasi =

0.50

m

B (m)

N

Kd

F1

F2

F3

F4

4

2

1.29

0.05

0.08

0.30

BH-19

1 2 3 4

50 50 50 50

1.17 1.08 1.06 1.04

BH-20

1 2 3 4

4 4 4 4

BH-21

1 2 3 4

BH-22

1 3 5 7

qu

5.0. ALLOWABLE BEARING CAPACITY CONSIDERING MAXIMUM SETTLEMENT 1" (LONG TERM SETTLEMENT AFTER TERZAGHI) 5.1. BOREHOLE BH - 1

Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-01 Depth (m) From 0.00 1.00 3.00 5.00 6.45 8.00 9.65 13.20 16.45 18.45 20.45 23.45 25.00 31.00 35.00 37.00 38.00 39.00

To 1.0 3.0 5.0 6.5 8.0 9.7 13.2 16.5 18.5 20.5 23.5 25.0 31.0 35.0 37.0 38.0 39.0 40.5

Soil Type Medium Stiff Gravelly Clay Medium Stiff Clay Medium Dense Sand Very Stiff Clay Very Stiff Silt Very Stiff Silt Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Medium Dense to Dense Sand Very Stiff Clay Very Stiff Organic Clay Very Stiff Clay Hard Clay Very Stiff Silt Medium Dense to Dense Sand Very Stiff Clay

ELASTIC SETTLEMENT Df/B =

1.00

1 m 1 m 54.4 kN 2 54.4 kN/m

OK

1 m

Thick (m) 1 2 2 1.45 1.55 1.65 3.55 3.25 2 2 3 1.55 6 4 2 1 1 1.45

N'-SPTavr 6 6 18 18 23 17 16 21 28 20 34 15 22 26 51 27 60 27

E (kN/m2) 6030 6030 21600 24120 30820 22780 21440 28140 33600 26800 40800 20100 29480 34840 68340 36180 72000 36180

m 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3

mavg

0.3

Eavg (kN/m2)

16557

g' (kN/m3) 8.3 10 8.2 9.8 7.5 10.1 11.6 10.5 10.2 10.7 11.2 14.7 10.6 11.2 11.4 11.1 12.2 11.1

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 40.02 40.02 120.06 153.41 113.39 106.72 140.07 133.40 100.05 146.74 173.42 340.17 180.09 180.09

(kN/m2) 4.15 18.30 36.50 51.81 64.72 78.87 107.79 145.44 172.71 193.61 221.11 249.30 292.49 346.69 380.49 397.44 409.09 423.24

(kN/m2)

(kN/m2)

13.60 3.40 1.66 1.04 0.70 0.47 0.25 0.18 0.16 0.11 0.09 0.07 0.05 0.04 0.04 0.04 0.03

31.90 39.90 53.46 65.76 79.57 108.26 145.69 172.88 193.77 221.22 249.39 292.56 346.74 380.53 397.48 409.13 423.27

PI

71.80 81.80 52.00 51.80 26.00 19.80 22.00 38.52 46.80 41.80 21.80 41.80 41.80

sc (kN/m2) 231.00 900.00 1116.00 900.00 519.00 700.00 159.00 1122.00 1200.00 1200.00 1500.00 1200.00 1200.00

OCR

wL

Cc

Cr

12.62 17.37 17.24 11.41 4.81 4.81 0.82 4.50 4.10 3.46 3.94 3.02 2.84

87.78 98.89 86.60 65.56 42.60 30.00 38.00 50.80 60.00 54.44 32.22 54.44 54.44

0.70 0.8000 0.7900 0.50 0.1900 0.1800 0.19 0.4700 0.45 0.4000 0.2000 0.4000 0.4000 Settlement

0.0700 0.0800 0.0790 0.0500 0.0190 0.0180 0.0190 0.0470 0.0450 0.0400 0.0200 0.0400 0.0400

e0 0.58 0.90 1.24 0.90 0.45 0.50 0.55 0.72 0.70 0.60 0.50 0.55 0.55 23.0012

Settlement location : Thus

H a m' n'

= = = =

center 4.00 4 1 8

m

From the parameter above we obtain : Ao

=

0.75765

A1

=

0.75765

A2

=

0.01539

F1

=

0.48234

F2

=

0.01959

Is

=

0.49425

If

=

from graph

Therefore :

= Se =

0.65 0.00194 m

ST =

1.943348 mm 24.9446 mm

Sett (m) 0.0214 0.0008 0.0004 0.0002 0.0001 0.0000 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 mm

5.1. BOREHOLE BH - 1 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-01 Depth (m) From 0.00 1.00 3.00 5.00 6.45 8.00 9.65 13.20 16.45 18.45 20.45 23.45 25.00 31.00 35.00 37.00 38.00 39.00

To 1.0 3.0 5.0 6.5 8.0 9.7 13.2 16.5 18.5 20.5 23.5 25.0 31.0 35.0 37.0 38.0 39.0 40.5

2 m 2 m 114.2 kN 2 28.5 kN/m 1 m

Soil Type Medium Stiff Gravelly Clay Medium Stiff Clay Medium Dense Sand Very Stiff Clay Very Stiff Silt Very Stiff Silt Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Medium Dense to Dense Sand Very Stiff Clay Very Stiff Organic Clay Very Stiff Clay Hard Clay Very Stiff Silt Medium Dense to Dense Sand Very Stiff Clay

Thick (m) 1 2 2 1.45 1.55 1.65 3.55 3.25 2 2 3 1.55 6 4 2 1 1 1.45

N'-SPTavr 6 6 18 18 23 17 16 21 28 20 34 15 22 26 51 27 60 27

ELASTIC SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.757655 0.757655

A2 =

0.015386

F1 =

0.482338

F2 =

0.019589

Is =

0.494247

If =

from graph

= Se =

0.65 0.00204 m

ST =

2.039944 mm 24.9000 mm

E (kN/m2) 6030 6030 21600 24120 30820 22780 21440 28140 33600 26800 40800 20100 29480 34840 68340 36180 72000 36180

m 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3

mavg

0.3

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 8.3 10 8.2 9.8 7.5 10.1 11.6 10.5 10.2 10.7 11.2 14.7 10.6 11.2 11.4 11.1 12.2 11.1

(kN/m2) 40.02 40.02 120.06 153.41 113.39 106.72 140.07 133.40 100.05 146.74 173.42 340.17 180.09 180.09

(kN/m2) 4.15 18.30 36.50 51.81 64.72 78.87 107.79 145.44 172.71 193.61 221.11 249.30 292.49 346.69 380.49 397.44 409.09 423.24

(kN/m2)

(kN/m2)

12.69 4.57 2.52 1.69 1.18 0.82 0.46 0.34 0.30 0.21 0.18 0.14 0.10 0.08 0.08 0.07 0.07

30.99 41.07 54.33 66.41 80.05 108.61 145.90 173.04 193.91 221.32 249.48 292.63 346.79 380.57 397.52 409.16 423.31

16557

PI 71.80 81.80 52.00 51.80 26.00 19.80 22.00 38.52 46.80 41.80 21.80 41.80 41.80

sc (kN/m2) 231.00 900.00 1116.00 900.00 519.00 700.00 159.00 1122.00 1200.00 1200.00 1500.00 1200.00 1200.00

OCR

wL

Cc

Cr

12.62 17.37 17.24 11.41 4.81 4.81 0.82 4.50 4.10 3.46 3.94 3.02 2.84

87.78 98.89 86.60 65.56 42.60 30.00 38.00 50.80 60.00 54.44 32.22 54.44 54.44

0.70 0.8000 0.7900 0.50 0.1900 0.1800 0.19 0.4700 0.45 0.4000 0.2000 0.4000 0.4000

0.0700 0.0800 0.0790 0.0500 0.0190 0.0180 0.0190 0.0470 0.0450 0.0400 0.0200 0.0400 0.0400 Settlement

e0 0.58 0.90 1.24 0.90 0.45 0.50 0.55 0.72 0.70 0.60 0.50 0.55 0.55 22.8600

Stt (m) 0.0203 0.0013 0.0006 0.0003 0.0002 0.0001 0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 mm

5.1. BOREHOLE BH - 1 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-01 Depth (m) From 0.00 1.00 3.00 5.00 6.45 8.00 9.65 13.20 16.45 18.45 20.45 23.45 25.00 31.00 35.00 37.00 38.00 39.00

To 1.0 3.0 5.0 6.5 8.0 9.7 13.2 16.5 18.5 20.5 23.5 25.0 31.0 35.0 37.0 38.0 39.0 40.5

5 m 5 m 380.2 kN 2 15.2 kN/m

Soil Type Medium Stiff Gravelly Clay Medium Stiff Clay Medium Dense Sand Very Stiff Clay Very Stiff Silt Very Stiff Silt Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Medium Dense to Dense Sand Very Stiff Clay Very Stiff Organic Clay Very Stiff Clay Hard Clay Very Stiff Silt Medium Dense to Dense Sand Very Stiff Clay

Thick (m) 1 2 2 1.45 1.55 1.65 3.55 3.25 2 2 3 1.55 6 4 2 1 1 1.45

N'-SPTavr 6 6 18 18 23 17 16 21 28 20 34 15 22 26 51 27 60 27

ELASTIC SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

1 m

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.49424652 from graph

Se =

0.65 0.00271697 m

ST =

2.71696927 mm 24.9000 mm

E 2

(kN/m ) 6030 6030 21600 24120 30820 22780 21440 28140 33600 26800 40800 20100 29480 34840 68340 36180 72000 36180

m 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3

mavg

0.3

Eavg 2

(kN/m )

16557

g'

s'v

cu 3

(kN/m ) 8.3 10 8.2 9.8 7.5 10.1 11.6 10.5 10.2 10.7 11.2 14.7 10.6 11.2 11.4 11.1 12.2 11.1

2

(kN/m ) 40.02 40.02 120.06 153.41 113.39 106.72 140.07 133.40 100.05 146.74 173.42 340.17 180.09 180.09

Ds 2

(kN/m ) 4.15 18.30 36.50 51.81 64.72 78.87 107.79 145.44 172.71 193.61 221.11 249.30 292.49 346.69 380.49 397.44 409.09 423.24

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

10.56 5.94 4.02 3.02 2.31 1.74 1.07 0.83 0.76 0.55 0.48 0.37 0.28 0.24 0.22 0.21 0.20

28.86 42.44 55.83 67.74 81.18 109.53 146.52 173.53 194.36 221.66 249.77 292.86 346.97 380.73 397.66 409.30 423.44

PI 71.80 81.80 52.00 51.80 26.00 19.80 22.00 38.52 46.80 41.80 21.80 41.80 41.80

sc 2

(kN/m ) 231.00 900.00 1116.00 900.00 519.00 700.00 159.00 1122.00 1200.00 1200.00 1500.00 1200.00 1200.00

OCR

wL

Cc

12.62 17.37 17.24 11.41 4.81 4.81 0.82 4.50 4.10 3.46 3.94 3.02 2.84

87.78 98.89 86.60 65.56 42.60 30.00 38.00 50.80 60.00 54.44 32.22 54.44 54.44

0.70 0.8000 0.7900 0.50 0.1900 0.1800 0.19 0.4700 0.45 0.4000 0.2000 0.4000 0.4000

Cr 0.0700 0.0800 0.0790 0.0500 0.0190 0.0180 0.0190 0.0470 0.0450 0.0400 0.0200 0.0400 0.0400 Settlement

e0

Stt (m)

0.58 0.0175 0.90 0.0020 1.24 0.0011 0.90 0.0005 0.45 0.0003 0.50 0.0001 0.55 0.0004 0.72 0.0000 0.70 0.0001 0.60 0.0000 0.50 0.0000 0.55 0.0000 0.55 0.0000 22.1830 mm

5.2. BOREHOLE BH - 2 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-02 Depth (m) From 0.00 1.00 4.00 5.00 7.35 12.00 19.50 22.50 25.25 30.95 33.00

To 1.0 4.0 5.0 7.4 12.0 19.5 22.5 25.3 31.0 33.0 40.5

2.9 m 2.9 m 170.0 kN 2 20.2 kN/m

Soil Type Soft Clay Soft Clay Medium Dense Sand Stiff Clay Stiff Silt Stiff Silt Hard Organic Clay Very Stiff Clay Very Stiff Clay Dense Sand Dense Sand

Thick (m) 1 3 1 2.35 4.65 7.5 3 2.75 5.7 2.05 7.45

N'-SPTavr 4 4 16 12 14 13 34 22 21 36 38

ELASTIC SETTLEMENT Df/B =

0.34

Settlement location : Thus

H a m' n'

=  = =

center 11.60 4 1 8

From the parameter above we obtain : Ao = A1 =

0.7576547 0.7576547

A2 =

0.0153864

Therefore :

OK 2.06125707

1 m

F1 =

0.482338

F2 =

0.0195891

Is =

0.4928877

If =

from graph

=

m

Se =

0.65 0.00311 m

ST =

3.1099516 mm 24.8407 mm

E 2

(kN/m ) 4020 4020 19200 16080 18760 17420 45560 29480 28140 43200 45600

m 0.35 0.35 0.25 0.3 0.3 0.3 0.25 0.3 0.3 0.25 0.25

mavg

0.3

Eavg 2

(kN/m )

10874

g'

s'v

cu 3

(kN/m ) 8.3 8.3 10.2 8.6 8.7 8.6 11.4 10.6 11.2 11.6 11.7

2

(kN/m ) 26.68 26.68 80.04 93.38 86.71 226.78 146.74 140.07 -

Ds 2

(kN/m ) 4.15 20.75 13.40 28.61 58.94 111.42 160.77 192.44 238.94 282.75 363.12

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

8.78 4.15 2.61 1.27 0.55 0.52 0.26 0.19 0.18 0.11

29.53 17.55 31.21 60.21 111.96 161.28 192.70 239.12 282.93 363.22

PI 71.80 45.45 51.80 48.87 15.66 28.44 26.80 -

sc 2

(kN/m ) 71.02 287.74 309.55 298.16 1350.35 681.79 669.68 -

OCR

wL

3.42 10.06 5.25 2.68 8.40 3.54 2.80 -

87.78 58.50 65.56 62.30 25.40 39.60 37.78 -

Cc 0.7000 0.4000 0.5000 0.6400 0.3000 0.2664 0.2500 Settlement

Cr 0.0700 0.0400 0.0500 0.0640 0.0300 0.0266 0.0250 -

e0

Stt (m)

0.80 0.0178803 0.73 0.0020583 1.20 0.0009776 0.51 0.0006745 0.55 0.0000813 0.62 0.0000261 0.50 0.0000326 21.7308 mm

5.2. BOREHOLE BH - 2 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-02 Depth (m) From 0.00 1.00 4.00 5.00 7.35 12.00 19.50 22.50 25.25 30.95 33.00

To 1.0 4.0 5.0 7.4 12.0 19.5 22.5 25.3 31.0 33.0 40.5

2 m 2 m 113.8 kN 2 28.5 kN/m

Soil Type Soft Clay Soft Clay Medium Dense Sand Stiff Clay Stiff Silt Stiff Silt Hard Organic Clay Very Stiff Clay Very Stiff Clay Dense Sand Dense Sand

Thick (m) 1 3 1 2.35 4.65 7.5 3 2.75 5.7 2.05 7.45

N'-SPTavr 4 4 16 12 14 13 34 22 21 36 38

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

From the parameter above we obtain : Ao = A1 =

Therefore :

OK

1 m

center 8.00 4 1 8

m

0.757655 0.757655

A2 =

0.015386

F1 =

0.482338

F2 =

0.019589

Is =

0.492888

If =

from graph

= Se =

0.65 0.003019 m

ST =

3.019082 mm 24.8994 mm

E (kN/m2) 4020 4020 19200 16080 18760 17420 45560 29480 28140 43200 45600

m 0.35 0.35 0.25 0.3 0.3 0.3 0.25 0.3 0.3 0.25 0.25

mavg

0.3

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 8.3 8.3 10.2 8.6 8.7 8.6 11.4 10.6 11.2 11.6 11.7

(kN/m2) 26.68 26.68 80.04 93.38 86.71 226.78 146.74 140.07 -

(kN/m2) 4.15 20.75 13.40 28.61 58.94 111.42 160.77 192.44 238.94 282.75 363.12

(kN/m2)

(kN/m2)

9.29 3.76 2.21 1.00 0.41 0.39 0.18 0.13 0.13 0.07

30.04 17.16 30.82 59.94 111.82 161.15 192.62 239.07 282.87 363.19

10874

PI

71.80 45.45 51.80 48.87 15.66 28.44 26.80 -

sc (kN/m2) 71.02 287.74 309.55 298.16 1350.35 681.79 669.68 -

OCR

wL

Cc

Cr

3.42 10.06 5.25 2.68 8.40 3.54 2.80 -

87.78 58.50 65.56 62.30 25.40 39.60 37.78 -

0.7000 0.4000 0.5000 0.6400 0.3000 0.2664 0.2500 Settlement

0.0700 0.0400 0.0500 0.0640 0.0300 0.0266 0.0250 -

e0

Stt (m)

0.80 0.0187480 0.73 0.0017568 1.20 0.0007713 0.51 0.0005018 0.55 0.0000605 0.62 0.0000188 0.50 0.0000232 21.8803 mm

5.2. BOREHOLE BH - 2 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-02 Depth (m) From 0.00 1.00 4.00 5.00 7.35 12.00 19.50 22.50 25.25 30.95 33.00

To 1.0 4.0 5.0 7.4 12.0 19.5 22.5 25.3 31.0 33.0 40.5

5 m 5 m 331.4 kN 2 13.3 kN/m

Soil Type Soft Clay Soft Clay Medium Dense Sand Stiff Clay Stiff Silt Stiff Silt Hard Organic Clay Very Stiff Clay Very Stiff Clay Dense Sand Dense Sand

Thick (m) 1 3 1 2.35 4.65 7.5 3 2.75 5.7 2.05 7.45

N'-SPTavr 4 4 16 12 14 13 34 22 21 36 38

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

From the parameter above we obtain : Ao = A1 =

Therefore :

OK

1 m

center 20.00 4 1 8

m

0.757655 0.757655

A2 =

0.015386

F1 =

0.482338

F2 =

0.019589

Is =

0.492888

If =

from graph

= Se =

0.65 0.003516 m

ST =

3.516372 mm 24.9000 mm

E (kN/m2) 4020 4020 19200 16080 18760 17420 45560 29480 28140 43200 45600

m 0.35 0.35 0.25 0.3 0.3 0.3 0.25 0.3 0.3 0.25 0.25

mavg

0.3

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 8.3 8.3 10.2 8.6 8.7 8.6 11.4 10.6 11.2 11.6 11.7

(kN/m2) 26.68 26.68 80.04 93.38 86.71 226.78 146.74 140.07 -

(kN/m2) 4.15 20.75 13.40 28.61 58.94 111.42 160.77 192.44 238.94 282.75 363.12

(kN/m2)

(kN/m2)

7.84 4.59 3.20 1.77 0.85 0.81 0.43 0.32 0.31 0.19

28.59 17.99 31.81 60.71 112.26 161.57 192.87 239.26 283.06 363.30

10874

PI

71.80 45.45 51.80 48.87 15.66 28.44 26.80 -

sc (kN/m2) 71.02 287.74 309.55 298.16 1350.35 681.79 669.68 -

OCR

wL

Cc

Cr

3.42 10.06 5.25 2.68 8.40 3.54 2.80 -

87.78 58.50 65.56 62.30 25.40 39.60 37.78 -

0.7000 0.4000 0.5000 0.6400 0.3000 0.2664 0.2500 Settlement

0.0700 0.0400 0.0500 0.0640 0.0300 0.0266 0.0250 -

e0

Sett (m)

0.80 0.0162466 0.73 0.0025031 1.20 0.0013597 0.51 0.0010488 0.55 0.0001265 0.62 0.0000435 0.50 0.0000555 21.3836 mm

5.3. BOREHOLE BH - 3 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-03 Depth (m) From 0.00 1.00 2.00 3.00 8.00 11.00 13.50 17.00 20.45 22.00 25.00 33.00 35.70 37.45

To 1.0 2.0 3.0 8.0 11.0 13.5 17.0 20.5 22.0 25.0 33.0 35.7 37.5 40.5

1 m 1 m 35.6 kN 2 35.6 kN/m 1 m

Soil Type Hard Clay Hard Clay Very Loose Sand Very Soft Clay Very Stiff Organic Clay Stiff Clay Very Stiff Clay Very Stiff Organic Clay Very Stiff Clay Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Dense Sand

Thick (m) 1 1 1 5.00 3.00 2.5 3.5 3.45 1.55 3 8 2.7 1.75 3

N'-SPTavr 40 40 4 3 24 10 21 22 17 28 28 36 27 37

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.757655 0.757655

A2 =

0.015386

F1 =

0.482338

F2 =

0.019589

Therefore :

OK

m

Is =

0.491379

If =

from graph

= Se =

0.68 0.001986 m

ST =

1.986187 mm 24.8593 mm

E (kN/m2) 53600 53600 4800 3015 32160 13400 28140 29480 22780 37520 37520 43200 36180 44400

m 0.25 0.25 0.2 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.25 0.35 0.25

mavg

0.4

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 11.7 11.7 5.2 5.9 10.6 8.3 10.1 10.3 9.8 10.8 10.8 12.2 10.7 12.2

(kN/m2) 266.80 266.80 20.01 160.08 66.70 140.07 146.74 113.39 186.76 186.76 180.09 -

(kN/m2) 5.85 17.55 26.00 43.35 74.00 100.28 128.33 163.77 189.13 212.93 272.33 332.00 357.83 385.49

(kN/m2)

(kN/m2)

15.80 5.69 1.18 0.39 0.24 0.19 0.10 0.08 0.07 0.04 0.03 0.03 0.02

33.35 31.69 44.53 74.39 100.51 128.51 163.87 189.21 212.99 272.36 332.03 357.85 385.51

10496

PI

21.80 101.00 70.74 29.00 25.00 31.80 33.80 22.00 26.80 26.80 -

sc (kN/m2) 1399.35 41.37 430.63 306.95 691.70 644.56 482.39 975.76 892.90 861.02 -

OCR

wL

79.74 0.95 5.82 3.06 5.39 3.94 2.55 4.58 3.28 2.41 -

32.22 163.33 86.60 46.67 42.60 43.33 45.56 38.00 37.78 50.80 37.78 -

Cc

0.20 1.3800 0.3000 0.33 0.3000 0.3000 0.32 0.25 0.2500 0.25 Settlement

Cr

0.0200 0.1380 0.0300 0.0330 0.0300 0.0300 0.0320 0.0250 0.0250 0.0250 -

e0

Stt (m)

0.40 0.0040 3.32 0.0186 0.00 0.0002 0.63 0.0001 0.73 0.0000 0.70 0.0000 0.75 0.0000 0.68 0.0000 0.60 0.0000 0.50 0.0000 22.8731 mm

5.3. BOREHOLE BH - 3 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-03 Depth (m) From 0.00 1.00 2.00 3.00 8.00 11.00 13.50 17.00 20.45 22.00 25.00 33.00 35.70 37.45

To 1.0 2.0 3.0 8.0 11.0 13.5 17.0 20.5 22.0 25.0 33.0 35.7 37.5 40.5

2 m 2 m 54.7 kN 2 13.7 kN/m

Soil Type Hard Clay Hard Clay Very Loose Sand Very Soft Clay Very Stiff Organic Clay Stiff Clay Very Stiff Clay Very Stiff Organic Clay Very Stiff Clay Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Dense Sand

Thick (m) 1 1 1 5.00 3.00 2.5 3.5 3.45 1.55 3 8 2.7 1.75 3

N'-SPTavr 40 40 4 3 24 10 21 22 17 28 28 36 27 37

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

1 m

Is = If = =

m

0.49137908 from graph

Se =

0.68 0.00152901 m

ST =

1.52901315 mm 24.8999 mm

E 2

(kN/m ) 53600 53600 4800 3015 32160 13400 28140 29480 22780 37520 37520 43200 36180 44400

m 0.25 0.25 0.2 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.25 0.35 0.25

mavg

0.4

Eavg 2

(kN/m )

10496

g'

s'v

cu 3

(kN/m ) 11.7 11.7 5.2 5.9 10.6 8.3 10.1 10.3 9.8 10.8 10.8 12.2 10.7 12.2

2

(kN/m ) 266.80 266.80 20.01 160.08 66.70 140.07 146.74 113.39 186.76 186.76 180.09 -

Ds 2

(kN/m ) 5.85 17.55 26.00 43.35 74.00 100.28 128.33 163.77 189.13 212.93 272.33 332.00 357.83 385.49

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

8.76 4.47 1.30 0.50 0.31 0.25 0.14 0.11 0.10 0.06 0.04 0.04 0.03

26.31 30.47 44.65 74.50 100.59 128.58 163.91 189.24 213.02 272.38 332.04 357.87 385.52

PI 21.80 101.00 70.74 29.00 25.00 31.80 33.80 22.00 26.80 26.80 -

sc 2

(kN/m ) 1399.35 41.37 430.63 306.95 691.70 644.56 482.39 975.76 892.90 861.02 -

OCR

wL

79.74 0.95 5.82 3.06 5.39 3.94 2.55 4.58 3.28 2.41 -

32.22 163.33 86.60 46.67 42.60 43.33 45.56 38.00 37.78 50.80 37.78 -

Cc 0.20 1.3800 0.3000 0.33 0.3000 0.3000 0.32 0.25 0.2500 0.25 Settlement

Cr 0.0200 0.1380 0.0300 0.0330 0.0300 0.0300 0.0320 0.0250 0.0250 0.0250 -

e0

Stt (m)

0.40 0.0025 3.32 0.0204 0.00 0.0003 0.63 0.0001 0.73 0.0001 0.70 0.0000 0.75 0.0000 0.68 0.0000 0.60 0.0000 0.50 0.0000 23.3709 mm

5.3. BOREHOLE BH - 3 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-03 Depth (m) From 0.00 1.00 2.00 3.00 8.00 11.00 13.50 17.00 20.45 22.00 25.00 33.00 35.70 37.45

To 1.0 2.0 3.0 8.0 11.0 13.5 17.0 20.5 22.0 25.0 33.0 35.7 37.5 40.5

5 m 5 m 123.7 kN 2 4.9 kN/m 1 m

Soil Type Hard Clay Hard Clay Very Loose Sand Very Soft Clay Very Stiff Organic Clay Stiff Clay Very Stiff Clay Very Stiff Organic Clay Very Stiff Clay Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Dense Sand

Thick (m) 1 1 1 5.00 3.00 2.5 3.5 3.45 1.55 3 8 2.7 1.75 3

N'-SPTavr 40 40 4 3 24 10 21 22 17 28 28 36 27 37

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

m

0.49137908 from graph

Se =

0.68 0.0013819 m

ST =

1.38190088 mm 24.8998 mm

E (kN/m2) 53600 53600 4800 3015 32160 13400 28140 29480 22780 37520 37520 43200 36180 44400

m 0.25 0.25 0.2 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.25 0.35 0.25

mavg

0.4

Eavg (kN/m2)

10496

g' (kN/m3) 11.7 11.7 5.2 5.9 10.6 8.3 10.1 10.3 9.8 10.8 10.8 12.2 10.7 12.2

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 266.80 266.80 20.01 160.08 66.70 140.07 146.74 113.39 186.76 186.76 180.09 -

(kN/m2) 5.85 17.55 26.00 43.35 74.00 100.28 128.33 163.77 189.13 212.93 272.33 332.00 357.83 385.49

(kN/m2)

(kN/m2)

4.09 2.93 1.37 0.68 0.47 0.39 0.24 0.19 0.17 0.11 0.08 0.08 0.07

21.64 28.93 44.72 74.68 100.74 128.72 164.01 189.32 213.10 272.43 332.08 357.90 385.56

PI

21.80 101.00 70.74 29.00 25.00 31.80 33.80 22.00 26.80 26.80 -

sc (kN/m2) 1399.35 41.37 430.63 306.95 691.70 644.56 482.39 975.76 892.90 861.02 -

OCR

wL

Cc

Cr

79.74 0.95 5.82 3.06 5.39 3.94 2.55 4.58 3.28 2.41 -

32.22 163.33 86.60 46.67 42.60 43.33 45.56 38.00 37.78 50.80 37.78 -

0.20 1.3800 0.3000 0.33 0.3000 0.3000 0.32 0.25 0.2500 0.25 Settlement

0.0200 0.1380 0.0300 0.0330 0.0300 0.0300 0.0320 0.0250 0.0250 0.0250 -

e0 0.40 3.32 0.00 0.63 0.73 0.70 0.75 0.68 0.60 0.50 23.5179

Stt (m) 0.0013 0.0216 0.0004 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 mm

5.4. BOREHOLE BH - 4 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-04 Depth (m) From 0.00 1.00 2.95 9.00 11.45 19.00 22.50 24.00 24.95 27.00 38.00

To 1.0 3.0 9.0 11.5 19.0 22.5 24.0 25.0 27.0 38.0 40.5

1 m 1 m 105.5 kN 2 105.5 kN/m

Soil Type Very Stiff to Hard Clay Gravelly Sand Very Soft Organic Clay Medium Stiff Clay Stiff to Very Stiff Clay Very Stiff Clay Very Stiff Clay Very Stiff Clay Hard Organic Clay Very Stiff Clay Hard Organic Clay

Thick (m) 1 1.95 6.05 2.45 7.55 3.5 1.5 0.95 2.05 11 2.45

N'-SPTavr 36 53 2 5 14 17 27 17 80 22 80

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.7576547 0.7576547

A2 =

0.0153864

Therefore :

OK

1 m

F1 =

0.482338

F2 =

0.0195891

Is =

0.4914455

If =

from graph

= Se = ST =

m

0.65 0.0041662 m 4.166163 mm 24.6436 mm

E 2

(kN/m ) 48240 63600 2010 5025 18760 22780 36180 22780 107200 29480 107200

m 0.25 0.25 0.4 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg 2

(kN/m )

14210

g'

s'v

cu 3

(kN/m ) 11.4 12.2 7.5 8.3 9 9 10.6 9 11.4 9.8 11.4

2

(kN/m ) 240.12 13.34 33.35 93.38 113.39 180.09 113.39 533.60 146.74 533.60

Ds 2

(kN/m ) 5.70 23.30 57.88 90.73 134.88 184.60 208.30 220.53 236.49 302.07 369.94

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

27.04 2.95 1.01 0.46 0.24 0.23 0.18 0.16 0.11 0.08

50.34 60.83 91.74 135.33 184.84 208.53 220.70 236.64 302.18 370.01

PI 47.00 62.00 26.00 25.00 16.80 23.00 11.80 36.00 11.80

sc 2

(kN/m ) 31.00 526.00 348.00 592.00 1046.06 582.00 3472.60 426.00 3472.60

OCR

wL

0.54 5.80 2.58 3.21 5.02 2.64 14.68 1.41 9.39

87.80 97.80 46.00 45.00 26.67 43.20 21.11 57.80 21.11

Cc 0.39 1.1800 0.2600 0.24 0.1500 0.1900 0.10 0.27 0.1000 Settlement

Cr 0.0390 0.1180 0.0260 0.0240 0.0150 0.0190 0.0100 0.0270 0.0100

e0

Stt (m)

1.59 0.0197 1.63 0.0005 0.62 0.0002 0.60 0.0000 0.60 0.0000 0.59 0.0000 0.40 0.0000 0.67 0.0000 0.30 0.0000 20.4775 mm

5.4. BOREHOLE BH - 4 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-04 Depth (m) From 0.00 1.00 2.95 9.00 11.45 19.00 22.50 24.00 24.95 27.00 38.00

To 1.0 3.0 9.0 11.5 19.0 22.5 24.0 25.0 27.0 38.0 40.5

2 m 2 m 152.9 kN 2 38.2 kN/m

Soil Type Very Stiff to Hard Clay Gravelly Sand Very Soft Organic Clay Medium Stiff Clay Stiff to Very Stiff Clay Very Stiff Clay Very Stiff Clay Very Stiff Clay Hard Organic Clay Very Stiff Clay Hard Organic Clay

Thick (m) 1 1.95 6.05 2.45 7.55 3.5 1.5 0.95 2.05 11 2.45

N'-SPTavr 36 53 2 5 14 17 27 17 80 22 80

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.7576547 0.7576547

A2 =

0.0153864

Therefore :

OK

1 m

F1 =

0.482338

F2 =

0.0195891

Is =

0.4914455

If =

from graph

= Se = ST =

m

0.65 0.0030196 m 3.019578 mm 24.9000 mm

E 2

(kN/m ) 48240 63600 2010 5025 18760 22780 36180 22780 107200 29480 107200

m 0.25 0.25 0.4 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg 2

(kN/m )

14210

g'

s'v

cu 3

(kN/m ) 11.4 12.2 7.5 8.3 9 9 10.6 9 11.4 9.8 11.4

2

(kN/m ) 240.12 13.34 33.35 93.38 113.39 180.09 113.39 533.60 146.74 533.60

Ds 2

(kN/m ) 5.70 23.30 57.88 90.73 134.88 184.60 208.30 220.53 236.49 302.07 369.94

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

17.28 3.14 1.21 0.58 0.32 0.31 0.24 0.21 0.15 0.11

40.57 61.02 91.95 135.46 184.92 208.61 220.76 236.70 302.22 370.04

PI 47.00 62.00 26.00 25.00 16.80 23.00 11.80 36.00 11.80

sc 2

(kN/m ) 31.00 526.00 348.00 592.00 1046.06 582.00 3472.60 426.00 3472.60

OCR

wL

0.54 5.80 2.58 3.21 5.02 2.64 14.68 1.41 9.39

87.80 97.80 46.00 45.00 26.67 43.20 21.11 57.80 21.11

Cc 0.39 1.1800 0.2600 0.24 0.1500 0.1900 0.10 0.27 0.1000 Settlement

Cr 0.0390 0.1180 0.0260 0.0240 0.0150 0.0190 0.0100 0.0270 0.0100

e0

Stt (m)

1.59 0.0209 1.63 0.0006 0.62 0.0002 0.60 0.0000 0.60 0.0000 0.59 0.0000 0.40 0.0000 0.67 0.0000 0.30 0.0000 21.8804 mm

5.4. BOREHOLE BH - 4 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-04 Depth (m) From 0.00 1.00 2.95 9.00 11.45 19.00 22.50 24.00 24.95 27.00 38.00

To 1.0 3.0 9.0 11.5 19.0 22.5 24.0 25.0 27.0 38.0 40.5

5 m 5 m 315.4 kN 2 12.6 kN/m

Soil Type Very Stiff to Hard Clay Gravelly Sand Very Soft Organic Clay Medium Stiff Clay Stiff to Very Stiff Clay Very Stiff Clay Very Stiff Clay Very Stiff Clay Hard Organic Clay Very Stiff Clay Hard Organic Clay

Thick (m) 1 1.95 6.05 2.45 7.55 3.5 1.5 0.95 2.05 11 2.45

N'-SPTavr 36 53 2 5 14 17 27 17 80 22 80

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.757655 0.757655

A2 =

0.015386

F1 =

0.482338

F2 =

0.019589

Therefore :

OK

1 m

Is =

0.491445

If =

from graph

m

= Se =

0.65 0.002492 m

ST =

2.491809 mm 24.8999 mm

E (kN/m2) 48240 63600 2010 5025 18760 22780 36180 22780 107200 29480 107200

m 0.25 0.25 0.4 0.3 0.3 0.3 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 11.4 12.2 7.5 8.3 9 9 10.6 9 11.4 9.8 11.4

(kN/m2) 240.12 13.34 33.35 93.38 113.39 180.09 113.39 533.60 146.74 533.60

(kN/m2) 5.70 23.30 57.88 90.73 134.88 184.60 208.30 220.53 236.49 302.07 369.94

(kN/m2)

(kN/m2)

8.84 3.17 1.56 0.85 0.51 0.49 0.39 0.35 0.25 0.19

32.13 61.05 92.29 135.73 185.11 208.79 220.91 236.84 302.32 370.12

14210

PI

47.00 62.00 26.00 25.00 16.80 23.00 11.80 36.00 11.80

sc (kN/m2) 31.00 526.00 348.00 592.00 1046.06 582.00 3472.60 426.00 3472.60

OCR

wL

Cc

Cr

0.54 5.80 2.58 3.21 5.02 2.64 14.68 1.41 9.39

87.80 97.80 46.00 45.00 26.67 43.20 21.11 57.80 21.11

0.39 1.1800 0.2600 0.24 0.1500 0.1900 0.10 0.27 0.1000 Settlement

0.0390 0.1180 0.0260 0.0240 0.0150 0.0190 0.0100 0.0270 0.0100

e0

Stt (m)

1.59 0.0211 1.63 0.0008 0.62 0.0003 0.60 0.0001 0.60 0.0000 0.59 0.0000 0.40 0.0000 0.67 0.0001 0.30 0.0000 22.4081 mm

5.5. BOREHOLE BH - 5 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-05 Depth (m) From 0.00 1.00 2.00 7.00 7.95 9.45 12.00 16.95 21.50 23.00 33.95

To 1.0 2.0 7.0 8.0 9.5 12.0 17.0 21.5 23.0 34.0 40.5

1 m 1 m 305.2 kN 2 305.2 kN/m 1 m

Soil Type Soft Clay Loose Sand Stiff Clay Hard Cemented Clay Very Stiff Clay Hard Cemented Clay Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Hard Organic Clay

Thick (m) 1 1 5.00 0.95 1.5 2.55 4.95 4.55 1.5 10.95 6.5

N'-SPTavr 5 5 13 32 19 37 15 17 24 21 32

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.7576547 0.7576547

A2 =

0.0153864

Therefore :

OK

F1 =

0.482338

F2 =

0.0195891

Is =

0.4940677

If =

from graph

=

m

Se =

0.65 0.0093439 m

ST =

9.3439054 mm 24.8999 mm

E (kN/m2) 5025 6000 17420 42880 25460 49580 20100 22780 28800 28140 42880

m 0.35 0.3 0.3 0.2 0.3 0.25 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg (kN/m2)

19257

g' (kN/m3) 7.5 6.2 8.7 10.6 9 11.1 8.9 9 10.2 9.5 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 33.35 86.71 213.44 126.73 100.05 113.39 140.07 213.44

(kN/m2) 3.75 10.60 35.45 62.24 74.02 94.92 131.10 173.61 201.73 261.39 347.86

(kN/m2)

(kN/m2)

135.63 15.07 5.46 4.03 2.65 1.85 0.83 0.62 0.37 0.23

146.23 50.52 67.70 78.05 97.58 132.95 174.43 202.35 261.76 348.09

PI 34.00 16.80 21.80 14.80 23.00 65.80 46.80 21.80

sc (kN/m2) 367.73 1239.78 664.69 512.81 320.80 494.67 1119.48

OCR

wL

10.37 19.92 8.98 3.91 1.85 1.89 3.22

41.11 26.67 32.22 24.44 54.44 81.11 60.00 32.22

Cc 0.2800 0.1500 0.2000 0.1300 0.4000 0.6400 0.4500 0.2000 Settlement

Cr 0.0280 0.0150 0.0200 0.0130 0.0400 0.0640 0.0450 0.0200

e0

Stt (m)

0.63 0.0132 0.40 0.0004 0.50 0.0005 0.45 0.0003 0.59 0.0008 1.21 0.0003 0.70 0.0002 0.40 0.0000 15.5560 mm

5.5. BOREHOLE BH - 5 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-05 Depth (m) From 0.00 1.00 2.00 7.00 7.95 9.45 12.00 16.95 21.50 23.00 33.95

To 1.0 2.0 7.0 8.0 9.5 12.0 17.0 21.5 23.0 34.0 40.5

2 m 2 m 494.3 kN 2 123.6 kN/m 1 m

Soil Type Soft Clay Loose Sand Stiff Clay Hard Cemented Clay Very Stiff Clay Hard Cemented Clay Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Hard Organic Clay

Thick (m) 1 1 5.00 0.95 1.5 2.55 4.95 4.55 1.5 10.95 6.5

N'-SPTavr 5 5 13 32 19 37 15 17 24 21 32

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

m

0.49406772 from graph

Se =

0.65 0.00756797 m

ST =

7.56796967 mm 24.9000 mm

E (kN/m2) 5025 6000 17420 42880 25460 49580 20100 22780 28800 28140 42880

m 0.35 0.3 0.3 0.2 0.3 0.25 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg (kN/m2)

19257

g' (kN/m3) 7.5 6.2 8.7 10.6 9 11.1 8.9 9 10.2 9.5 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 33.35 86.71 213.44 126.73 100.05 113.39 140.07 213.44

(kN/m2) 3.75 10.60 35.45 62.24 74.02 94.92 131.10 173.61 201.73 261.39 347.86

(kN/m2)

(kN/m2)

79.09 16.34 6.88 5.25 3.60 2.58 1.21 0.91 0.56 0.36

89.69 51.79 69.12 79.27 98.52 133.68 174.81 202.64 261.96 348.21

PI

34.00 16.80 21.80 14.80 23.00 65.80 46.80 21.80

sc (kN/m2) 367.73 1239.78 664.69 512.81 320.80 494.67 1119.48

OCR

wL

Cc

Cr

10.37 19.92 8.98 3.91 1.85 1.89 3.22

41.11 26.67 32.22 24.44 54.44 81.11 60.00 32.22

0.2800 0.1500 0.2000 0.1300 0.4000 0.6400 0.4500 0.2000 Settlement

0.0280 0.0150 0.0200 0.0130 0.0400 0.0640 0.0450 0.0200

e0

Stt (m)

0.63 0.0141 0.40 0.0005 0.50 0.0006 0.45 0.0004 0.59 0.0011 1.21 0.0004 0.70 0.0003 0.40 0.0000 17.3320 mm

5.5. BOREHOLE BH - 5 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-05 Depth (m) From 0.00 1.00 2.00 7.00 7.95 9.45 12.00 16.95 21.50 23.00 33.95

To 1.0 2.0 7.0 8.0 9.5 12.0 17.0 21.5 23.0 34.0 40.5

5 m 5 m 1108.8 kN 2 44.4 kN/m 1 m

Soil Type Soft Clay Loose Sand Stiff Clay Hard Cemented Clay Very Stiff Clay Hard Cemented Clay Very Stiff Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Hard Organic Clay

Thick (m) 1 1 5.00 0.95 1.5 2.55 4.95 4.55 1.5 10.95 6.5

N'-SPTavr 5 5 13 32 19 37 15 17 24 21 32

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

m

0.49406772 from graph

Se =

0.65 0.00679006 m

ST =

6.79006125 mm 24.9000 mm

E (kN/m2) 5025 6000 17420 42880 25460 49580 20100 22780 28800 28140 42880

m 0.35 0.3 0.3 0.2 0.3 0.25 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg (kN/m2)

19257

g' (kN/m3) 7.5 6.2 8.7 10.6 9 11.1 8.9 9 10.2 9.5 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 33.35 86.71 213.44 126.73 100.05 113.39 140.07 213.44

(kN/m2) 3.75 10.60 35.45 62.24 74.02 94.92 131.10 173.61 201.73 261.39 347.86

(kN/m2)

(kN/m2)

36.65 15.35 8.42 6.87 5.11 3.90 2.06 1.61 1.04 0.69

47.25 50.80 70.66 80.89 100.04 135.00 175.66 203.34 262.43 348.55

PI

34.00 16.80 21.80 14.80 23.00 65.80 46.80 21.80

sc (kN/m2) 367.73 1239.78 664.69 512.81 320.80 494.67 1119.48

OCR

wL

Cc

Cr

10.37 19.92 8.98 3.91 1.85 1.89 3.22

41.11 26.67 32.22 24.44 54.44 81.11 60.00 32.22

0.2800 0.1500 0.2000 0.1300 0.4000 0.6400 0.4500 0.2000 Settlement

0.0280 0.0150 0.0200 0.0130 0.0400 0.0640 0.0450 0.0200

e0

Stt (m)

0.63 0.0134 0.40 0.0006 0.50 0.0008 0.45 0.0005 0.59 0.0016 1.21 0.0007 0.70 0.0005 0.40 0.0001 18.1099 mm

5.6. BOREHOLE BH - 6 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-06 Depth (m) From 0.00 1.00 2.10 5.00 6.15 10.20 13.20 16.00 20.00 21.20 24.20 38.00

To 1.0 2.1 5.0 6.2 10.2 13.2 16.0 20.0 21.2 24.2 38.0 40.5

1 m 1 m 105.7 kN 2 105.7 kN/m 1 m

Soil Type Very Soft Clay Very Soft Clay Dense Sand Very Soft Clay Very Soft Clay Soft Clay Soft Clay Medium Stiff Clay Stiff Clay Hard Clay Very Stiff Clay Hard Clay

Thick (m) 1 1.1 2.9 1.15 4.05 3 2.8 4 1.2 3 13.8 2.45

N'-SPTavr 3 3 31 2 3 4 4 6 18 35 25 36

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.757655 0.757655

A2 =

0.015386

F1 =

0.482338

F2 =

0.019589

Is =

0.492897

If =

from graph

= Se =

0.65 0.002766 m

ST =

2.765985 mm 24.8800 mm

E (kN/m2) 3015 3015 37200 2010 3015 4020 4020 8040 24120 46900 33500 48240

m 0.4 0.4 0.25 0.4 0.4 0.35 0.35 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg (kN/m2)

22040

g' (kN/m3) 7.5 7.5 11.2 6.7 7.5 9 9 8.3 9.8 12.2 10.6 12.2

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 20.01 20.01 13.34 20.01 26.68 26.68 40.02 120.06 233.45 166.75 240.12

(kN/m2) 3.75 11.63 31.99 52.08 71.12 99.81 125.91 155.11 177.59 201.77 293.21 381.30

(kN/m2)

(kN/m2)

43.98 8.38 3.40 1.58 0.77 0.65 0.33 0.25 0.21 0.09 0.07

55.60 40.37 55.48 72.70 100.58 126.56 155.44 177.84 201.98 293.30 381.36

PI

26.80 38.16 47.07 52.20 31.14 45.00 11.80 24.12 11.80 38.52

sc (kN/m2) 95.67 53.11 70.42 88.01 118.46 144.74 781.34 1171.68 1085.19 950.88

OCR

wL

Cc

Cr

8.23 1.02 0.99 0.88 0.94 0.93 4.40 5.81 3.70 2.49

37.78 50.40 60.30 66.00 42.60 58.00 21.11 34.80 21.11 50.80

0.25 0.00 0.2300 0.2500 0.30 0.3500 0.4400 0.10 0.08 0.1000 0.0500 Settlement

0.0250 0.0230 0.0250 0.0300 0.0350 0.0440 0.0100 0.0080 0.0100 0.0050

e0 0.70 0.67 1.48 1.65 1.30 1.13 0.70 0.51 0.20 0.10 22.1141

Stt (m) 0.0110 0.0043 0.0039 0.0011 0.0010 0.0008 0.0000 0.0000 0.0000 0.0000 mm

5.6. BOREHOLE BH - 6 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-06 Depth (m) From 0.00 1.00 2.10 5.00 6.15 10.20 13.20 16.00 20.00 21.20 24.20 38.00

To 1.0 2.1 5.0 6.2 10.2 13.2 16.0 20.0 21.2 24.2 38.0 40.5

2 m 2 m 173.5 kN 2 43.4 kN/m

Soil Type Very Soft Clay Very Soft Clay Dense Sand Very Soft Clay Very Soft Clay Soft Clay Soft Clay Medium Stiff Clay Stiff Clay Hard Clay Very Stiff Clay Hard Clay

Thick (m) 1 1.1 2.9 1.15 4.05 3 2.8 4 1.2 3 13.8 2.45

N'-SPTavr 3 3 31 2 3 4 4 6 18 35 25 36

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

1 m

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.49289662 from graph

Se =

0.65 0.00227133 m

ST =

2.27132602 mm 24.9000 mm

E 2

(kN/m ) 3015 3015 37200 2010 3015 4020 4020 8040 24120 46900 33500 48240

m 0.4 0.4 0.25 0.4 0.4 0.35 0.35 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg 2

(kN/m )

22040

g'

s'v

cu 3

(kN/m ) 7.5 7.5 11.2 6.7 7.5 9 9 8.3 9.8 12.2 10.6 12.2

2

(kN/m ) 20.01 20.01 13.34 20.01 26.68 26.68 40.02 120.06 233.45 166.75 240.12

Ds 2

(kN/m ) 3.75 11.63 31.99 52.08 71.12 99.81 125.91 155.11 177.59 201.77 293.21 381.30

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

26.69 8.38 4.01 2.06 1.08 0.92 0.48 0.37 0.31 0.14 0.11

38.31 40.37 56.10 73.18 100.89 126.83 155.59 177.96 202.08 293.35 381.40

PI 26.80 38.16 47.07 52.20 31.14 45.00 11.80 24.12 11.80 38.52

sc 2

(kN/m ) 95.67 53.11 70.42 88.01 118.46 144.74 781.34 1171.68 1085.19 950.88

OCR

wL

8.23 1.02 0.99 0.88 0.94 0.93 4.40 5.81 3.70 2.49

37.78 50.40 60.30 66.00 42.60 58.00 21.11 34.80 21.11 50.80

Cc 0.25 0.00 0.2300 0.2500 0.30 0.3500 0.4400 0.10 0.08 0.1000 0.0500 Settlement

Cr 0.0250 0.0230 0.0250 0.0300 0.0350 0.0440 0.0100 0.0080 0.0100 0.0050

e0

Stt (m)

0.70 0.0084 0.67 0.0051 1.48 0.0051 1.65 0.0016 1.30 0.0013 1.13 0.0011 0.70 0.0000 0.51 0.0000 0.20 0.0000 0.10 0.0000 22.6287 mm

5.6. BOREHOLE BH - 6 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-06 Depth (m) From 0.00 1.00 2.10 5.00 6.15 10.20 13.20 16.00 20.00 21.20 24.20 38.00

To 1.0 2.1 5.0 6.2 10.2 13.2 16.0 20.0 21.2 24.2 38.0 40.5

5 m 5 m 382.7 kN 2 15.3 kN/m 1 m

Soil Type Very Soft Clay Very Soft Clay Dense Sand Very Soft Clay Very Soft Clay Soft Clay Soft Clay Medium Stiff Clay Stiff Clay Hard Clay Very Stiff Clay Hard Clay

Thick (m) 1 1.1 2.9 1.15 4.05 3 2.8 4 1.2 3 13.8 2.45

N'-SPTavr 3 3 31 2 3 4 4 6 18 35 25 36

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = = Se = ST =

0.49289662 from graph 0.65 0.00200341 m 2.0034057 mm 24.9000 mm

E (kN/m2) 3015 3015 37200 2010 3015 4020 4020 8040 24120 46900 33500 48240

m 0.4 0.4 0.25 0.4 0.4 0.35 0.35 0.3 0.3 0.25 0.3 0.25

mavg

0.3

Eavg (kN/m2)

22040

g' (kN/m3) 7.5 7.5 11.2 6.7 7.5 9 9 8.3 9.8 12.2 10.6 12.2

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 20.01 20.01 13.34 20.01 26.68 26.68 40.02 120.06 233.45 166.75 240.12

(kN/m2) 3.75 11.63 31.99 52.08 71.12 99.81 125.91 155.11 177.59 201.77 293.21 381.30

(kN/m2)

(kN/m2)

12.42 6.71 4.17 2.58 1.55 1.36 0.79 0.63 0.54 0.27 0.20

24.05 38.70 56.26 73.70 101.36 127.27 155.90 178.22 202.31 293.48 381.50

PI 26.80 38.16 47.07 52.20 31.14 45.00 11.80 24.12 11.80 38.52

sc (kN/m2) 95.67 53.11 70.42 88.01 118.46 144.74 781.34 1171.68 1085.19 950.88

OCR

wL

8.23 1.02 0.99 0.88 0.94 0.93 4.40 5.81 3.70 2.49

37.78 50.40 60.30 66.00 42.60 58.00 21.11 34.80 21.11 50.80

Cc 0.25 0.00 0.2300 0.2500 0.30 0.3500 0.4400 0.10 0.08 0.1000 0.0500 Settlement

Cr 0.0250 0.0230 0.0250 0.0300 0.0350 0.0440 0.0100 0.0080 0.0100 0.0050

e0

Stt (m)

0.70 0.0051 0.67 0.0053 1.48 0.0063 1.65 0.0023 1.30 0.0020 1.13 0.0018 0.70 0.0000 0.51 0.0000 0.20 0.0000 0.10 0.0000 22.8966 mm

5.7. BOREHOLE BH - 7 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-07 Depth (m) From 0.00 1.25 3.80 5.00 5.70 9.50 10.70 13.50 14.00 15.70 17.00 18.00 22.00 23.00 26.45 27.50 30.00 33.30 37.00

To 1.3 3.8 5.0 5.7 9.5 10.7 13.5 14.0 15.7 17.0 18.0 22.0 23.0 26.5 27.5 30.0 33.3 37.0 40.5

1 m 1 m 108.2 kN 2 108.2 kN/m

Soil Type Soft Clay Dense Gravelly Sand Soft Clay Very Soft Organic Clay Very Soft Organic Clay Medium Stiff Clay Stiff Clay Stiff Clay Sand Hard Clay Moderately Strong to strong claystone Very Stiff Clay Very Stiff Clay Very Stiff Clay Dense Sand Very Stiff Clay Very Stiff Clay Very Stiff Clay Hard Clay

Thick (m) 1.25 2.55 1.2 0.70 3.80 1.2 2.8 0.5 1.7 1.3 1 4 1 3.45 1.05 2.5 3.3 3.7 3.45

N'-SPTavr 4 40 4 2 2 6 8 15 36 42 42 25 20 23 33 27 22 28 33

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

1 m

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If =

0.49295874 from graph

= Se =

0.65 0.00216309 m

ST =

2.16309264 mm 24.8999 mm

E (kN/m2) 4020 48000 4020 2010 2010 6030 8040 20100 43200 56280 56280 33500 26800 30820 39600 36180 29480 37520 44220

m 0.4 0.25 0.4 0.4 0.4 0.35 0.35 0.33 0.3 0.25 0.25 0.3 0.3 0.3 0.28 0.3 0.3 0.3 0.3

mavg

0.3

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 8.3 10 8.2 9.8 7.5 10.1 11.6 10.5 10.2 10.7 11.2 14.7 10.6 11.2 11.4 11.1 12.2 11.1 11.1

(kN/m2) 26.68 26.68 13.34 13.34 40.02 53.36 100.05 280.14 280.14 166.75 133.40 153.41 180.09 146.74 186.76 220.11

(kN/m2) 5.19 23.13 40.80 49.15 66.83 87.14 109.44 128.30 139.60 155.22 167.78 202.78 237.48 262.10 287.40 307.26 341.27 381.93 421.61

(kN/m2)

(kN/m2)

20.91 6.28 4.16 2.00 1.12 0.79 0.59 0.51 0.46 0.37 0.28 0.22 0.18 0.15 0.13 0.11 0.09 0.08

44.04 47.08 53.31 68.83 88.25 110.22 128.89 140.10 155.68 168.14 203.05 237.69 262.28 287.55 307.39 341.37 382.02 421.70

28906

PI

91.80 67.40 52.00 14.10 26.00 21.80 33.50 41.80 38.52 27.90 26.80 28.80 28.80 26.80 21.80

sc (kN/m2) 59.33 37.12 44.11 246.78 258.78 524.76 1197.44 1058.49 660.33 625.62 733.46 831.59 677.60 892.90 1154.46

OCR

wL

Cc

1.45 0.76 0.66 2.83 2.36 4.09 7.71 6.31 3.26 2.63 2.80 2.71 1.99 2.34 2.74

110.00 134.44 86.60 20.00 42.60 32.22 38.00 54.44 50.80 38.89 37.78 40.00 40.00 37.78 32.22

0.90 0.90 1.1200 1.1200 0.09 0.0800 0.2000 0.43 0.4000 0.3000 0.26 0.2500 0.2700 0.2700 0.2500 0.2000

Cr

0.0675 0.1120 0.1120 0.0090 0.0080 0.0200 0.0430 0.0722 0.0300 0.0260 0.0250 0.0270 0.0469 0.0250 0.0200 Settlement

e0

Stt (m)

2.00 0.0017 2.96 0.0070 2.96 0.0138 0.49 0.0000 0.40 0.0000 0.35 0.0000 0.94 0.0000 0.94 0.0000 0.60 0.0000 0.65 0.0000 0.61 0.0000 0.55 0.0000 0.50 0.0000 0.40 0.0000 0.30 0.0000 22.7368 mm

5.7. BOREHOLE BH - 7 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-07 Depth (m) From 0.00 1.25 3.80 5.00 5.70 9.50 10.70 13.50 14.00 15.70 17.00 18.00 22.00 23.00 26.45 27.50 30.00 33.30 37.00

To 1.3 3.8 5.0 5.7 9.5 10.7 13.5 14.0 15.7 17.0 18.0 22.0 23.0 26.5 27.5 30.0 33.3 37.0 40.5

2 m 2 m 149.8 kN 2 37.5 kN/m

Soil Type Soft Clay Dense Gravelly Sand Soft Clay Very Soft Organic Clay Very Soft Organic Clay Medium Stiff Clay Stiff Clay Stiff Clay Sand Hard Clay Moderately Strong to strong claystone Very Stiff Clay Very Stiff Clay Very Stiff Clay Dense Sand Very Stiff Clay Very Stiff Clay Very Stiff Clay Hard Clay

Thick (m) 1.25 2.55 1.2 0.70 3.80 1.2 2.8 0.5 1.7 1.3 1 4 1 3.45 1.05 2.5 3.3 3.7 3.45

N'-SPTavr 4 40 4 2 2 6 8 15 36 42 42 25 20 23 33 27 22 28 33

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

1 m

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.49295874 from graph

Se =

0.65 0.00149695 m

ST =

1.49695202 mm 24.9000 mm

E 2

(kN/m ) 4020 48000 4020 2010 2010 6030 8040 20100 43200 56280 56280 33500 26800 30820 39600 36180 29480 37520 44220

m 0.4 0.25 0.4 0.4 0.4 0.35 0.35 0.33 0.3 0.25 0.25 0.3 0.3 0.3 0.28 0.3 0.3 0.3 0.3

mavg

0.3

Eavg 2

(kN/m )

28906

g'

s'v

cu 3

(kN/m ) 8.3 10 8.2 9.8 7.5 10.1 11.6 10.5 10.2 10.7 11.2 14.7 10.6 11.2 11.4 11.1 12.2 11.1 11.1

2

(kN/m ) 26.68 26.68 13.34 13.34 40.02 53.36 100.05 280.14 280.14 166.75 133.40 153.41 180.09 146.74 186.76 220.11

Ds 2

(kN/m ) 5.19 23.13 40.80 49.15 66.83 87.14 109.44 128.30 139.60 155.22 167.78 202.78 237.48 262.10 287.40 307.26 341.27 381.93 421.61

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

13.97 5.65 4.03 2.15 1.27 0.93 0.71 0.62 0.56 0.45 0.35 0.28 0.23 0.19 0.17 0.14 0.12 0.11

37.09 46.44 53.17 68.97 88.41 110.36 129.01 140.21 155.78 168.23 203.12 237.75 262.33 287.59 307.43 341.41 382.05 421.72

PI 91.80 67.40 52.00 14.10 26.00 21.80 33.50 41.80 38.52 27.90 26.80 28.80 28.80 26.80 21.80

sc 2

(kN/m ) 59.33 37.12 44.11 246.78 258.78 524.76 1197.44 1058.49 660.33 625.62 733.46 831.59 677.60 892.90 1154.46

OCR

wL

Cc

1.45 0.76 0.66 2.83 2.36 4.09 7.71 6.31 3.26 2.63 2.80 2.71 1.99 2.34 2.74

110.00 134.44 86.60 20.00 42.60 32.22 38.00 54.44 50.80 38.89 37.78 40.00 40.00 37.78 32.22

0.90 0.90 1.1200 1.1200 0.09 0.0800 0.2000 0.43 0.4000 0.3000 0.26 0.2500 0.2700 0.2700 0.2500 0.2000

Cr 0.0675 0.1120 0.1120 0.0090 0.0080 0.0200 0.0430 0.0722 0.0300 0.0260 0.0250 0.0270 0.0469 0.0250 0.0200 Settlement

e0

Stt (m)

2.00 0.0015 2.96 0.0068 2.96 0.0148 0.49 0.0000 0.40 0.0001 0.35 0.0000 0.94 0.0000 0.94 0.0000 0.60 0.0001 0.65 0.0000 0.61 0.0000 0.55 0.0000 0.50 0.0000 0.40 0.0000 0.30 0.0000 23.4030 mm

5.7. BOREHOLE BH - 7 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-07 Depth (m) From 0.00 1.25 3.80 5.00 5.70 9.50 10.70 13.50 14.00 15.70 17.00 18.00 22.00 23.00 26.45 27.50 30.00 33.30 37.00

To 1.3 3.8 5.0 5.7 9.5 10.7 13.5 14.0 15.7 17.0 18.0 22.0 23.0 26.5 27.5 30.0 33.3 37.0 40.5

5 m 5 m 298.5 kN 2 11.9 kN/m 1 m

Soil Type Soft Clay Dense Gravelly Sand Soft Clay Very Soft Organic Clay Very Soft Organic Clay Medium Stiff Clay Stiff Clay Stiff Clay Sand Hard Clay Moderately Strong to strong claystone Very Stiff Clay Very Stiff Clay Very Stiff Clay Dense Sand Very Stiff Clay Very Stiff Clay Very Stiff Clay Hard Clay

Thick (m) 1.25 2.55 1.2 0.70 3.80 1.2 2.8 0.5 1.7 1.3 1 4 1 3.45 1.05 2.5 3.3 3.7 3.45

N'-SPTavr 4 40 4 2 2 6 8 15 36 42 42 25 20 23 33 27 22 28 33

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.49295874 from graph

Se =

0.65 0.00119285 m

ST =

1.192852201 mm 24.8999 mm

E (kN/m2) 4020 48000 4020 2010 2010 6030 8040 20100 43200 56280 56280 33500 26800 30820 39600 36180 29480 37520 44220

m 0.4 0.25 0.4 0.4 0.4 0.35 0.35 0.33 0.3 0.25 0.25 0.3 0.3 0.3 0.28 0.3 0.3 0.3 0.3

mavg

0.3

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 8.3 10 8.2 9.8 7.5 10.1 11.6 10.5 10.2 10.7 11.2 14.7 10.6 11.2 11.4 11.1 12.2 11.1 11.1

(kN/m2) 26.68 26.68 13.34 13.34 40.02 53.36 100.05 280.14 280.14 166.75 133.40 153.41 180.09 146.74 186.76 220.11

(kN/m2) 5.19 23.13 40.80 49.15 66.83 87.14 109.44 128.30 139.60 155.22 167.78 202.78 237.48 262.10 287.40 307.26 341.27 381.93 421.61

(kN/m2)

(kN/m2)

7.58 4.49 3.60 2.32 1.56 1.21 0.97 0.86 0.80 0.67 0.53 0.43 0.37 0.32 0.28 0.24 0.20 0.19

30.70 45.29 52.75 69.14 88.69 110.64 129.27 140.46 156.02 168.44 203.30 237.91 262.46 287.72 307.54 341.50 382.13 421.80

28906

PI

91.80 67.40 52.00 14.10 26.00 21.80 33.50 41.80 38.52 27.90 26.80 28.80 28.80 26.80 21.80

sc (kN/m2) 59.33 37.12 44.11 246.78 258.78 524.76 1197.44 1058.49 660.33 625.62 733.46 831.59 677.60 892.90 1154.46

OCR

wL

Cc

1.45 0.76 0.66 2.83 2.36 4.09 7.71 6.31 3.26 2.63 2.80 2.71 1.99 2.34 2.74

110.00 134.44 86.60 20.00 42.60 32.22 38.00 54.44 50.80 38.89 37.78 40.00 40.00 37.78 32.22

0.90 0.90 1.1200 1.1200 0.09 0.0800 0.2000 0.43 0.4000 0.3000 0.26 0.2500 0.2700 0.2700 0.2500 0.2000

Cr

0.0675 0.1120 0.1120 0.0090 0.0080 0.0200 0.0430 0.0722 0.0300 0.0260 0.0250 0.0270 0.0469 0.0250 0.0200 Settlement

e0

Stt (m)

2.00 0.0012 2.96 0.0061 2.96 0.0159 0.49 0.0001 0.40 0.0001 0.35 0.0000 0.94 0.0001 0.94 0.0001 0.60 0.0001 0.65 0.0000 0.61 0.0000 0.55 0.0000 0.50 0.0000 0.40 0.0000 0.30 0.0000 23.7071 mm

5.8. BOREHOLE BH - 8 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-08 Depth (m) From 0.00 0.40 1.00 1.80 3.10 4.00 5.00 5.70 10.00 11.00 13.00 16.00 20.80 27.00 29.00 37.00 39.00

To 0.4 1.0 1.8 3.1 4.0 5.0 5.7 10.0 11.0 13.0 16.0 20.8 27.0 29.0 37.0 39.0 40.5

1 m 1 m 292.3 kN 2 292.3 kN/m 1 m

Soil Type Sandy Clay Very Dense Sand Very Dense Sand Medium Stiff Clay Soft Silt Soft Silt Very Stiff Clay Medium Stiff Clay Very Stiff Clay Very Stiff Silt Hard Cemented Clay Very Stiff Clay Dense Sand Very Stiff organic Clay Very Stiff Clay Hard Silt Hard Organic Clay

Thick (m) 0.4 0.6 0.8 1.30 0.90 1 0.7 4.3 1 2 3 4.8 6.2 2 8 2 1.45

N'-SPTavr 30 50 50 5 3 3 20 8 25 26 37 25 34 25 25 31 42

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.49453117 from graph

Se =

0.65 0.00518348 m

ST =

5.18348119 mm 24.8994 mm

E (kN/m2) 40200 60000 60000 5025 3015 3015 26800 8040 33500 34840 49580 33500 40800 33500 33500 41540 56280

m 0.3 0.25 0.25 0.3 0.35 0.35 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3 0.28 0.25 0.25

mavg

0.3

Eavg (kN/m2)

33531

g' (kN/m3) 11.9 12.2 12.2 7.5 5.9 5.9 9.8 9 10.1 10.1 11.4 10.1 11.2 10.1 10.1 10.8 11.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 200.10 33.35 20.01 20.01 133.40 53.36 166.75 173.42 246.79 166.75 166.75 166.75 206.77 280.14

(kN/m2) 2.38 8.42 16.96 26.72 34.25 39.85 46.23 69.01 93.41 108.56 135.76 177.10 236.06 280.88 331.38 382.58 401.79

(kN/m2)

(kN/m2)

172.96 73.08 31.42 16.97 11.24 9.27 4.09 2.37 1.84 1.24 0.81 0.49 0.36 0.26 0.20 0.18

181.38 90.04 58.14 51.22 51.09 55.50 73.10 95.78 110.40 137.00 177.91 236.55 281.24 331.64 382.78 401.97

PI 41.80 46.80 46.80 37.80 41.80 37.80 36.80 31.80 31.80 31.80 31.80 26.80 11.80

sc (kN/m2) 300.00 200.00 150.00 150.00 317.00 200.00 724.00 600.00 600.00 600.00 600.00 600.00 600.00 600.00

OCR

wL

Cc

7.49 4.38 3.76 6.86 2.90 7.75 5.53 4.42 3.39 2.14 1.81 1.57 1.49

54.44 60.00 60.00 50.00 54.44 50.00 48.89 43.33 43.33 43.33 43.33 37.78 21.11

0.20 0.4000 0.4500 0.45 0.3600 0.4000 0.36 0.35 0.3000 0.3000 0.3000 0.3000 0.2500 0.1000

Cr 0.0200 0.0400 0.0450 0.0450 0.0360 0.0400 0.0360 0.0350 0.0300 0.0300 0.0300 0.0300 0.0250 0.0100 Settlement

e0 0.90 1.05 0.95 0.89 0.75 0.61 0.65 0.70 0.74 0.55 0.50 0.45 0.40 19.7159

Stt (m) 0.0092 0.0035 0.0025 0.0011 0.0025 0.0002 0.0003 0.0002 0.0002 0.0000 0.0001 0.0000 0.0000 mm

5.8. BOREHOLE BH - 8 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-08 Depth (m) From 0.00 0.40 1.00 1.80 3.10 4.00 5.00 5.70 10.00 11.00 13.00 16.00 20.80 27.00 29.00 37.00 39.00

To 0.4 1.0 1.8 3.1 4.0 5.0 5.7 10.0 11.0 13.0 16.0 20.8 27.0 29.0 37.0 39.0 40.5

2 m 2 m 469.3 kN 2 117.3 kN/m

Soil Type Sandy Clay Very Dense Sand Very Dense Sand Medium Stiff Clay Soft Silt Soft Silt Very Stiff Clay Medium Stiff Clay Very Stiff Clay Very Stiff Silt Hard Cemented Clay Very Stiff Clay Dense Sand Very Stiff organic Clay Very Stiff Clay Hard Silt Hard Organic Clay

Thick (m) 0.4 0.6 0.8 1.30 0.90 1 0.7 4.3 1 2 3 4.8 6.2 2 8 2 1.45

N'-SPTavr 30 50 50 5 3 3 20 8 25 26 37 25 34 25 25 31 42

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

1 m

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = = Se = ST =

0.49453117 from graph 0.65 0.00416121 m 4.1612131 mm 24.9000 mm

E 2

(kN/m ) 40200 60000 60000 5025 3015 3015 26800 8040 33500 34840 49580 33500 40800 33500 33500 41540 56280

m 0.3 0.25 0.25 0.3 0.35 0.35 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3 0.28 0.25 0.25

mavg

0.3

Eavg 2

(kN/m )

33531

g'

s'v

cu 3

(kN/m ) 11.9 12.2 12.2 7.5 5.9 5.9 9.8 9 10.1 10.1 11.4 10.1 11.2 10.1 10.1 10.8 11.6

2

(kN/m ) 200.10 33.35 20.01 20.01 133.40 53.36 166.75 173.42 246.79 166.75 166.75 166.75 206.77 280.14

Ds 2

(kN/m ) 2.38 8.42 16.96 26.72 34.25 39.85 46.23 69.01 93.41 108.56 135.76 177.10 236.06 280.88 331.38 382.58 401.79

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

88.72 52.15 28.61 17.70 12.61 10.72 5.26 3.21 2.54 1.76 1.17 0.72 0.54 0.39 0.30 0.27

97.14 69.11 55.33 51.94 52.46 56.95 74.27 96.62 111.10 137.52 178.27 236.78 281.42 331.77 382.88 402.06

PI 41.80 46.80 46.80 37.80 41.80 37.80 36.80 31.80 31.80 31.80 31.80 26.80 11.80

sc 2

(kN/m ) 300.00 200.00 150.00 150.00 317.00 200.00 724.00 600.00 600.00 600.00 600.00 600.00 600.00 600.00

OCR

wL

Cc

7.49 4.38 3.76 6.86 2.90 7.75 5.53 4.42 3.39 2.14 1.81 1.57 1.49

54.44 60.00 60.00 50.00 54.44 50.00 48.89 43.33 43.33 43.33 43.33 37.78 21.11

0.20 0.4000 0.4500 0.45 0.3600 0.4000 0.36 0.35 0.3000 0.3000 0.3000 0.3000 0.2500 0.1000

Cr 0.0200 0.0400 0.0450 0.0450 0.0360 0.0400 0.0360 0.0350 0.0300 0.0300 0.0300 0.0300 0.0250 0.0100 Settlement

e0

Stt (m)

0.90 0.0087 1.05 0.0036 0.95 0.0028 0.89 0.0012 0.75 0.0031 0.61 0.0003 0.65 0.0004 0.70 0.0003 0.74 0.0002 0.55 0.0000 0.50 0.0001 0.45 0.0000 0.40 0.0000 20.7388 mm

5.8. BOREHOLE BH - 8 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-08 Depth (m) From 0.00 0.40 1.00 1.80 3.10 4.00 5.00 5.70 10.00 11.00 13.00 16.00 20.80 27.00 29.00 37.00 39.00

To 0.4 1.0 1.8 3.1 4.0 5.0 5.7 10.0 11.0 13.0 16.0 20.8 27.0 29.0 37.0 39.0 40.5

5 m 5 m 1086.7 kN 2 43.5 kN/m

Soil Type Sandy Clay Very Dense Sand Very Dense Sand Medium Stiff Clay Soft Silt Soft Silt Very Stiff Clay Medium Stiff Clay Very Stiff Clay Very Stiff Silt Hard Cemented Clay Very Stiff Clay Dense Sand Very Stiff organic Clay Very Stiff Clay Hard Silt Hard Organic Clay

Thick (m) 0.4 0.6 0.8 1.30 0.90 1 0.7 4.3 1 2 3 4.8 6.2 2 8 2 1.45

N'-SPTavr 30 50 50 5 3 3 20 8 25 26 37 25 34 25 25 31 42

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

1 m

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.49453117 from graph

Se =

0.65 0.00385425 m

ST =

3.85425023 mm 24.9000 mm

E 2

(kN/m ) 40200 60000 60000 5025 3015 3015 26800 8040 33500 34840 49580 33500 40800 33500 33500 41540 56280

m 0.3 0.25 0.25 0.3 0.35 0.35 0.3 0.3 0.3 0.3 0.25 0.3 0.3 0.3 0.28 0.25 0.25

mavg

0.3

Eavg 2

(kN/m )

33531

g'

s'v

cu 3

(kN/m ) 11.9 12.2 12.2 7.5 5.9 5.9 9.8 9 10.1 10.1 11.4 10.1 11.2 10.1 10.1 10.8 11.6

2

(kN/m ) 200.10 33.35 20.01 20.01 133.40 53.36 166.75 173.42 246.79 166.75 166.75 166.75 206.77 280.14

Ds 2

(kN/m ) 2.38 8.42 16.96 26.72 34.25 39.85 46.23 69.01 93.41 108.56 135.76 177.10 236.06 280.88 331.38 382.58 401.79

s1=s'v+Ds 2

2

(kN/m )

(kN/m )

38.69 30.19 21.86 16.36 13.12 11.74 7.01 4.77 3.94 2.90 2.05 1.34 1.02 0.77 0.60 0.55

47.11 47.15 48.58 50.61 52.97 57.97 76.02 98.18 112.50 138.66 179.15 237.40 281.90 332.15 383.18 402.34

PI 41.80 46.80 46.80 37.80 41.80 37.80 36.80 31.80 31.80 31.80 31.80 26.80 11.80

sc 2

(kN/m ) 300.00 200.00 150.00 150.00 317.00 200.00 724.00 600.00 600.00 600.00 600.00 600.00 600.00 600.00

OCR

wL

Cc

7.49 4.38 3.76 6.86 2.90 7.75 5.53 4.42 3.39 2.14 1.81 1.57 1.49

54.44 60.00 60.00 50.00 54.44 50.00 48.89 43.33 43.33 43.33 43.33 37.78 21.11

0.20 0.4000 0.4500 0.45 0.3600 0.4000 0.36 0.35 0.3000 0.3000 0.3000 0.3000 0.2500 0.1000

Cr 0.0200 0.0400 0.0450 0.0450 0.0360 0.0400 0.0360 0.0350 0.0300 0.0300 0.0300 0.0300 0.0250 0.0100 Settlement

e0

Stt (m)

0.90 0.0071 1.05 0.0034 0.95 0.0029 0.89 0.0013 0.75 0.0041 0.61 0.0005 0.65 0.0007 0.70 0.0005 0.74 0.0004 0.55 0.0001 0.50 0.0002 0.45 0.0000 0.40 0.0000 21.0457 mm

5.9. BOREHOLE BH - 9 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-09 Depth (m) From 0.00 1.00 2.00 5.50 8.95 10.45 13.65 16.00 20.00 21.00 23.00

To 1.0 2.0 5.5 9.0 10.5 13.7 16.0 20.0 21.0 23.0 40.5

1 m 1 m 201.2 kN 2 201.2 kN/m 1 m

Soil Type Stiff Clay Stiff Clay Medium Dense Sand Stiff Clay Medium Dense Sand Hard Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Cemented Clay Very Stiff Clay

Thick (m) 1 1 3.5 3.45 1.50 3.2 2.35 4 1 2 17.45

N'-SPTavr 9 9 16 10 21 39 21 28 27 52 25

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.50192704 from graph

Se =

0.65 0.00856233 m

ST =

8.56232949 mm 24.7803 mm

E (kN/m2) 9045 9045 19200 10050 25200 52260 28140 33600 36180 69680 33500

m 0.3 0.3 0.3 0.3 0.25 0.25 0.3 0.25 0.3 0.2 0.3

mavg

0.3

Eavg (kN/m2)

13952

g' (kN/m3) 8.3 8.3 7.2 8.4 9.2 11.4 10.3 10.2 10.6 12.2 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 60.03 60.03 66.70 260.13 140.07 180.09 346.84 166.75

(kN/m2) 4.15 12.45 29.20 56.29 77.68 102.82 133.16 165.67 191.37 208.87 313.55

(kN/m2)

(kN/m2)

89.42 14.31 3.85 2.14 1.39 1.21 0.62 0.48 0.42 0.16

101.87 43.51 60.14 79.82 104.21 134.38 166.29 191.84 209.28 313.71

PI 26.80 20.00 16.00 21.90 21.80 6.80 18.00

sc (kN/m2) 287.01 362.50 1537.41 733.24 944.56 2566.14 944.22

OCR

wL

23.05 6.44 14.95 5.51 4.94 12.29 3.01

37.78 35.60 30.80 39.40 32.22 15.56 33.80

Cc 0.25 0.25 0.00 0.2500 0.0000 0.18 0.1800 0.0000 0.20 0.05 0.2000 Settlement

Cr 0.0250 0.0250 0.0250 0.0180 0.0180 0.0200 0.0050 0.0200

e0 0.60 0.58 0.56 0.56 0.75 0.40 0.75 16.2180

Stt (m) 0.0143 0.0016 0.0002 0.0001 0.0000 0.0000 0.0000 mm

5.9. BOREHOLE BH - 9 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-09 Depth (m) From 0.00 1.00 2.00 5.50 8.95 10.45 13.65 16.00 20.00 21.00 23.00

To 1.0 2.0 5.5 9.0 10.5 13.7 16.0 20.0 21.0 23.0 40.5

2 m 2 m 424.6 kN 2 106.2 kN/m 1 m

Soil Type Stiff Clay Stiff Clay Medium Dense Sand Stiff Clay Medium Dense Sand Hard Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Cemented Clay Very Stiff Clay

Thick (m) 1 1 3.5 3.45 1.50 3.2 2.35 4 1 2 17.45

N'-SPTavr 9 9 16 10 21 39 21 28 27 52 25

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.50192704 from graph

Se =

0.65 0.00903558 m

ST =

9.03557983 mm 24.9000 mm

E (kN/m2) 9045 9045 19200 10050 25200 52260 28140 33600 36180 69680 33500

m 0.3 0.3 0.3 0.3 0.25 0.25 0.3 0.25 0.3 0.2 0.3

mavg

0.3

Eavg (kN/m2)

13952

g' (kN/m3) 8.3 8.3 7.2 8.4 9.2 11.4 10.3 10.2 10.6 12.2 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 60.03 60.03 66.70 260.13 140.07 180.09 346.84 166.75

(kN/m2) 4.15 12.45 29.20 56.29 77.68 102.82 133.16 165.67 191.37 208.87 313.55

(kN/m2)

(kN/m2)

67.94 18.82 6.28 3.71 2.49 2.20 1.18 0.92 0.80 0.32

80.39 48.02 62.57 81.39 105.31 135.36 166.84 192.28 209.67 313.87

PI 26.80 20.00 16.00 21.90 21.80 6.80 18.00

sc (kN/m2) 287.01 362.50 1537.41 733.24 944.56 2566.14 944.22

OCR

wL

23.05 6.44 14.95 5.51 4.94 12.29 3.01

37.78 35.60 30.80 39.40 32.22 15.56 33.80

Cc 0.25 0.25 0.00 0.2500 0.0000 0.18 0.1800 0.0000 0.20 0.05 0.2000 Settlement

Cr 0.0250 0.0250 0.0250 0.0180 0.0180 0.0200 0.0050 0.0200

e0 0.60 0.58 0.56 0.56 0.75 0.40 0.75 15.8644

Stt (m) 0.0127 0.0025 0.0004 0.0002 0.0000 0.0000 0.0001 mm

5.9. BOREHOLE BH - 9 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-09 Depth (m) From 0.00 1.00 2.00 5.50 8.95 10.45 13.65 16.00 20.00 21.00 23.00

To 1.0 2.0 5.5 9.0 10.5 13.7 16.0 20.0 21.0 23.0 40.5

5 m 5 m 1193.9 kN 2 47.8 kN/m 1 m

Soil Type Stiff Clay Stiff Clay Medium Dense Sand Stiff Clay Medium Dense Sand Hard Clay Very Stiff Clay Medium Dense Sand Very Stiff Clay Cemented Clay Very Stiff Clay

Thick (m) 1 1 3.5 3.45 1.50 3.2 2.35 4 1 2 17.45

N'-SPTavr 9 9 16 10 21 39 21 28 27 52 25

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

m

From the parameter above we obtain :

Therefore :

OK

Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Is = If = =

0.50192704 from graph

Se =

0.65 0.01016191 m

ST =

10.1619066 mm 24.9000 mm

E (kN/m2) 9045 9045 19200 10050 25200 52260 28140 33600 36180 69680 33500

m 0.3 0.3 0.3 0.3 0.25 0.25 0.3 0.25 0.3 0.2 0.3

mavg

0.3

Eavg (kN/m2)

13952

g' (kN/m3) 8.3 8.3 7.2 8.4 9.2 11.4 10.3 10.2 10.6 12.2 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 60.03 60.03 66.70 260.13 140.07 180.09 346.84 166.75

(kN/m2) 4.15 12.45 29.20 56.29 77.68 102.82 133.16 165.67 191.37 208.87 313.55

(kN/m2)

(kN/m2)

39.47 19.88 9.48 6.36 4.63 4.18 2.47 1.99 1.77 0.77

51.92 49.08 65.77 84.04 107.45 137.34 168.13 193.35 210.63 314.32

PI 26.80 20.00 16.00 21.90 21.80 6.80 18.00

sc (kN/m2) 287.01 362.50 1537.41 733.24 944.56 2566.14 944.22

OCR

wL

23.05 6.44 14.95 5.51 4.94 12.29 3.01

37.78 35.60 30.80 39.40 32.22 15.56 33.80

Cc 0.25 0.25 0.00 0.2500 0.0000 0.18 0.1800 0.0000 0.20 0.05 0.2000 Settlement

Cr 0.0250 0.0250 0.0250 0.0180 0.0180 0.0200 0.0050 0.0200

e0 0.60 0.58 0.56 0.56 0.75 0.40 0.75 14.7381

Stt (m) 0.0097 0.0037 0.0007 0.0004 0.0001 0.0000 0.0002 mm

5.11. BOREHOLE BH - 11 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-11 Depth (m) From 0.00 1.00 2.00 10.00 11.00 13.95 15.95 20.95 25.45 38.00

To 1.0 2.0 10.0 11.0 14.0 16.0 21.0 25.5 38.0 40.5

1 m 1 m 54.3 kN 2 54.3 kN/m 1 m

Soil Type Very Soft Clay Very Soft Clay Medium Stiff Clay Medium Dense Sand Stiff Clay Stiff Clay Very Stiff Silt Cemented Clay Very Stiff Clay Very Dense Sand

Thick (m) 1 1 8 1.00 2.95 2 5 4.5 12.55 2.45

N'-SPTavr 1 1 8 26 12 15 16 51 26 55

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1

m

8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is =

0.50192704

If =

from graph

= Se = ST =

0.65 0.00630146 m 6.3014607 mm 24.8377 mm

E (kN/m2) 769 769 4779 12000 8716 10895 11621 31639 18038 27500

m 0.4 0.4 0.3 0.25 0.3 0.3 0.35 0.2 0.3 0.25

mavg

0.3

Eavg (kN/m2)

5100

g' (kN/m3) 5.1 5.1 8.3 10.7 9 9.2 9.2 11.7 10.5 11.2

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 6.67 6.67 53.36 80.04 100.05 106.72 340.17 173.42 -

(kN/m2) 2.55 7.65 43.40 81.95 100.58 123.05 155.25 204.58 296.79 376.40

(kN/m2)

(kN/m2)

24.14 1.51 0.49 0.35 0.24 0.18 0.10 0.05 0.05

31.79 44.91 82.44 100.92 123.29 155.43 204.68 296.84 376.45

PI 51.80 26.00 25.20 31.70 42.40 16.80 26.80 -

sc (kN/m2) 22.11 258.78 393.82 440.19 399.88 1975.89 829.13 -

OCR

wL

2.89 5.96 3.92 3.58 2.58 9.66 2.79 -

65.56 42.22 32.22 32.22 32.22 26.67 37.78 -

Cc 0.50 0.29 0.0000 0.2000 0.20 0.2000 0.1500 0.25 0.00 Settlement

Cr 0.0500 0.0290 0.0200 0.0200 0.0200 0.0150 0.0250 -

e0 0.90 0.62 0.64 0.68 0.68 0.30 0.40 18.5363

Stt (m) 0.0163 0.0021 0.0001 0.0000 0.0000 0.0000 0.0000 mm

5.11. BOREHOLE BH - 11 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-11 Depth (m) From 0.00 1.00 2.00 10.00 11.00 13.95 15.95 20.95 25.45 38.00

To 1.0 2.0 10.0 11.0 14.0 16.0 21.0 25.5 38.0 40.5

2 m 2 m 119.4 kN 2 29.9 kN/m 1 m

Soil Type Very Soft Clay Very Soft Clay Medium Stiff Clay Medium Dense Sand Stiff Clay Stiff Clay Very Stiff Silt Cemented Clay Very Stiff Clay Very Dense Sand

Thick (m) 1 1 8 1.00 2.95 2 5 4.5 12.55 2.45

N'-SPTavr 1 1 8 26 12 15 16 51 26 55

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1

m

8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

0.50192704 from graph

Se =

0.65 0.00693032 m

ST =

6.93031853 mm 24.9000 mm

E (kN/m2) 769 769 4779 12000 8716 10895 11621 31639 18038 27500

m 0.4 0.4 0.3 0.25 0.3 0.3 0.35 0.2 0.3 0.25

mavg

0.3

Eavg (kN/m2)

5100

g' (kN/m3) 5.1 5.1 8.3 10.7 9 9.2 9.2 11.7 10.5 11.2

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 6.67 6.67 53.36 80.04 100.05 106.72 340.17 173.42 -

(kN/m2) 2.55 7.65 43.40 81.95 100.58 123.05 155.25 204.58 296.79 376.40

(kN/m2)

(kN/m2)

19.11 2.44 0.90 0.66 0.47 0.35 0.20 0.11 0.11

26.76 45.84 82.85 101.23 123.52 155.60 204.78 296.90 376.51

PI 51.80 26.00 25.20 31.70 42.40 16.80 26.80 -

sc (kN/m2) 22.11 258.78 393.82 440.19 399.88 1975.89 829.13 -

OCR

wL

2.89 5.96 3.92 3.58 2.58 9.66 2.79 -

65.56 42.22 32.22 32.22 32.22 26.67 37.78 -

Cc 0.50 0.29 0.0000 0.2000 0.20 0.2000 0.1500 0.25 0.00 Settlement

Cr 0.0500 0.0290 0.0200 0.0200 0.0200 0.0150 0.0250 -

e0

Stt (m)

0.90 0.0143 0.62 0.0034 0.64 0.0001 0.68 0.0000 0.68 0.0001 0.30 0.0000 0.40 0.0000 17.9696 mm

5.11. BOREHOLE BH - 11 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-11 Depth (m) From 0.00 1.00 2.00 10.00 11.00 13.95 15.95 20.95 25.45 38.00

To 1.0 2.0 10.0 11.0 14.0 16.0 21.0 25.5 38.0 40.5

5 m 5 m 365.2 kN 2 14.6 kN/m 1 m

Soil Type Very Soft Clay Very Soft Clay Medium Stiff Clay Medium Dense Sand Stiff Clay Stiff Clay Very Stiff Silt Cemented Clay Very Stiff Clay Very Dense Sand

Thick (m) 1 1 8 1.00 2.95 2 5 4.5 12.55 2.45

N'-SPTavr 1 1 8 26 12 15 16 51 26 55

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1

m

8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

0.50192704 from graph

Se =

0.65 0.00847654 m

ST =

8.47653808 mm 24.9000 mm

E (kN/m2) 769 769 4779 12000 8716 10895 11621 31639 18038 27500

m 0.4 0.4 0.3 0.25 0.3 0.3 0.35 0.2 0.3 0.25

mavg

0.3

Eavg (kN/m2)

5100

g' (kN/m3) 5.1 5.1 8.3 10.7 9 9.2 9.2 11.7 10.5 11.2

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 6.67 6.67 53.36 80.04 100.05 106.72 340.17 173.42 -

(kN/m2) 2.55 7.65 43.40 81.95 100.58 123.05 155.25 204.58 296.79 376.40

(kN/m2)

(kN/m2)

12.07 3.65 1.74 1.35 1.02 0.80 0.49 0.29 0.29

19.72 47.05 83.69 101.92 124.07 156.05 205.07 297.07 376.68

PI 51.80 26.00 25.20 31.70 42.40 16.80 26.80 -

sc (kN/m2) 22.11 258.78 393.82 440.19 399.88 1975.89 829.13 -

OCR

wL

2.89 5.96 3.92 3.58 2.58 9.66 2.79 -

65.56 42.22 32.22 32.22 32.22 26.67 37.78 -

Cc 0.50 0.29 0.0000 0.2000 0.20 0.2000 0.1500 0.25 0.00 Settlement

Cr 0.0500 0.0290 0.0200 0.0200 0.0200 0.0150 0.0250 -

e0

Stt (m)

0.90 0.0108 0.62 0.0050 0.64 0.0002 0.68 0.0001 0.68 0.0001 0.30 0.0001 0.40 0.0001 16.4235 mm

5.12. BOREHOLE BH - 12 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-12 Depth (m) From 0.00 1.00 4.00 5.70 8.00 9.40 12.35 13.70 15.45 16.95 20.00 23.00 24.60 26.00 30.00 33.20

To 1.0 4.0 5.7 8.0 9.4 12.4 13.7 15.5 17.0 20.0 23.0 24.6 26.0 30.0 33.2 40.5

1 m 1 m 25.9 kN 2 25.9 kN/m

Soil Type Soft Clay Soft Clay Very Soft Organic Clay Very Soft Organic Clay Soft Clay Loose Sand Very Stiff Clay Hard Clay Dense Sand Very Stiff Clay Very Stiff Clay Hard Clay Medium Dense Sand Hard Cemented Clay Very Stiff Clay Very Stiff Clay

Thick (m) 1 3 1.7 2.30 1.40 2.95 1.35 1.75 1.5 3.05 3 1.6 1.4 4 3.2 7.25

N'-SPTavr 4 4 3 2 3 9 15 36 35 16 21 40 26 38 26 24

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

2.63654734

1 m

ELASTIC SETTLEMENT SETTLEMENT Df/B =

OK

Is = If = =

m

0.50192704 from graph

Se =

0.68 0.0048532 m

ST =

4.85320433 mm 24.9000 mm

E (kN/m2) 4020 4020 3015 2010 3015 10800 20100 48240 42000 21440 28140 53600 31200 50920 34840 32160

m 0.35 0.35 0.4 0.4 0.35 0.35 0.3 0.2 0.25 0.3 0.3 0.2 0.3 0.2 0.3 0.3

mavg

0.4

Eavg (kN/m2)

3116

g' (kN/m3) 9 9 7.5 5.1 7.5 8.2 10.1 10.6 12.2 12.2 9 12.2 10.2 12.2 10.6 10.1

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 26.68 26.68 20.01 13.34 20.01 100.05 240.12 106.72 140.07 266.80 253.46 173.42 160.08

(kN/m2) 4.50 22.50 42.38 54.62 65.73 83.08 101.99 118.08 136.51 164.26 196.37 219.63 236.53 268.07 309.43 363.00

(kN/m2)

(kN/m2)

4.14 1.10 0.55 0.34 0.22 0.20 0.12 0.10 0.08 0.06 0.05 0.04 0.03 0.03 0.02

26.64 43.47 55.17 66.07 83.29 102.19 118.20 136.60 164.34 196.42 219.67 236.57 268.10 309.45 363.02

PI 121.80 93.00 126.80 121.80 17.20 16.80 26.00 34.20 21.80 27.80 31.30 31.80

sc (kN/m2) 47.59 44.07 23.03 35.69 576.19 1394.75 517.56 592.16 1399.35 1190.74 767.99 703.15

OCR

wL

2.11 1.04 0.42 0.54 5.65 11.81 3.15 3.02 6.37 4.44 2.48 1.94

143.33 148.89 148.89 143.33 32.00 26.67 33.33 55.30 32.22 56.00 51.00 43.33

Cc 1.20 1.25 1.2500 1.2000 0.1980 0.1500 0.21 0.4077 0.2000 0.4140 0.3690 0.3000 Settlement

Cr 0.1200 0.1250 0.1250 0.1200 0.0198 0.0150 0.0210 0.0408 0.0200 0.0414 0.0369 0.0300

e0 2.30 2.38 2.35 2.00 0.44 0.30 0.50 0.81 0.20 0.97 0.59 0.30 20.0468

Stt (m) 0.0080 0.0070 0.0037 0.0013 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 mm

5.12. BOREHOLE BH - 12 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-12 Depth (m) From 0.00 1.00 4.00 5.70 8.00 9.40 12.35 13.70 15.45 16.95 20.00 23.00 24.60 26.00 30.00 33.20

To 1.0 4.0 5.7 8.0 9.4 12.4 13.7 15.5 17.0 20.0 23.0 24.6 26.0 30.0 33.2 40.5

2 m 2 m 42.2 kN 2 10.5 kN/m

Soil Type Soft Clay Soft Clay Very Soft Organic Clay Very Soft Organic Clay Soft Clay Loose Sand Very Stiff Clay Hard Clay Dense Sand Very Stiff Clay Very Stiff Clay Hard Clay Medium Dense Sand Hard Cemented Clay Very Stiff Clay Very Stiff Clay

Thick (m) 1 3 1.7 2.30 1.40 2.95 1.35 1.75 1.5 3.05 3 1.6 1.4 4 3.2 7.25

N'-SPTavr 4 4 3 2 3 9 15 36 35 16 21 40 26 38 26 24

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

1.07485492

1 m

ELASTIC SETTLEMENT SETTLEMENT Df/B =

OK

Is = If = =

m

0.50192704 from graph

Se =

0.68 0.00395706 m

ST =

3.95706194 mm 24.8998 mm

E (kN/m2) 4020 4020 3015 2010 3015 10800 20100 48240 42000 21440 28140 53600 31200 50920 34840 32160

m 0.35 0.35 0.4 0.4 0.35 0.35 0.3 0.2 0.25 0.3 0.3 0.2 0.3 0.2 0.3 0.3

mavg

0.4

Eavg (kN/m2)

3116

g' (kN/m3) 9 9 7.5 5.1 7.5 8.2 10.1 10.6 12.2 12.2 9 12.2 10.2 12.2 10.6 10.1

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 26.68 26.68 20.01 13.34 20.01 100.05 240.12 106.72 140.07 266.80 253.46 173.42 160.08

(kN/m2) 4.50 22.50 42.38 54.62 65.73 83.08 101.99 118.08 136.51 164.26 196.37 219.63 236.53 268.07 309.43 363.00

(kN/m2)

(kN/m2)

3.44 1.23 0.68 0.45 0.30 0.28 0.17 0.14 0.12 0.08 0.07 0.06 0.05 0.04 0.03

25.94 43.61 55.30 66.18 83.37 102.26 118.25 136.65 164.38 196.45 219.69 236.59 268.12 309.46 363.03

PI 121.80 93.00 126.80 121.80 17.20 16.80 26.00 34.20 21.80 27.80 31.30 31.80

sc (kN/m2) 47.59 44.07 23.03 35.69 576.19 1394.75 517.56 592.16 1399.35 1190.74 767.99 703.15

OCR

wL

2.11 1.04 0.42 0.54 5.65 11.81 3.15 3.02 6.37 4.44 2.48 1.94

143.33 148.89 148.89 143.33 32.00 26.67 33.33 55.30 32.22 56.00 51.00 43.33

Cc 1.20 1.25 1.2500 1.2000 0.1980 0.1500 0.21 0.4077 0.2000 0.4140 0.3690 0.3000 Settlement

Cr 0.1200 0.1250 0.1250 0.1200 0.0198 0.0150 0.0210 0.0408 0.0200 0.0414 0.0369 0.0300

e0

Stt (m)

2.30 0.0067 2.38 0.0078 2.35 0.0046 2.00 0.0017 0.44 0.0000 0.30 0.0000 0.50 0.0000 0.81 0.0000 0.20 0.0000 0.97 0.0000 0.59 0.0000 0.30 0.0000 20.9428 mm

5.12. BOREHOLE BH - 12 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-12 Depth (m) From 0.00 1.00 4.00 5.70 8.00 9.40 12.35 13.70 15.45 16.95 20.00 23.00 24.60 26.00 30.00 33.20

To 1.0 4.0 5.7 8.0 9.4 12.4 13.7 15.5 17.0 20.0 23.0 24.6 26.0 30.0 33.2 40.5

5 m 5 m 100.5 kN 2 4.0 kN/m 1 m

Soil Type Soft Clay Soft Clay Very Soft Organic Clay Very Soft Organic Clay Soft Clay Loose Sand Very Stiff Clay Hard Clay Dense Sand Very Stiff Clay Very Stiff Clay Hard Clay Medium Dense Sand Hard Cemented Clay Very Stiff Clay Very Stiff Clay

Thick (m) 1 3 1.7 2.30 1.40 2.95 1.35 1.75 1.5 3.05 3 1.6 1.4 4 3.2 7.25

N'-SPTavr 4 4 3 2 3 9 15 36 35 16 21 40 26 38 26 24

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

m

0.50192704 from graph

Se =

0.68 0.00377322 m

ST =

3.77321943 mm 24.8998 mm

E (kN/m2) 4020 4020 3015 2010 3015 10800 20100 48240 42000 21440 28140 53600 31200 50920 34840 32160

m 0.35 0.35 0.4 0.4 0.35 0.35 0.3 0.2 0.25 0.3 0.3 0.2 0.3 0.2 0.3 0.3

mavg

0.4

Eavg (kN/m2)

3116

g' (kN/m3) 9 9 7.5 5.1 7.5 8.2 10.1 10.6 12.2 12.2 9 12.2 10.2 12.2 10.6 10.1

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 26.68 26.68 20.01 13.34 20.01 100.05 240.12 106.72 140.07 266.80 253.46 173.42 160.08

(kN/m2) 4.50 22.50 42.38 54.62 65.73 83.08 101.99 118.08 136.51 164.26 196.37 219.63 236.53 268.07 309.43 363.00

(kN/m2)

(kN/m2)

2.38 1.28 0.85 0.62 0.45 0.43 0.29 0.25 0.21 0.15 0.13 0.12 0.10 0.08 0.06

24.88 43.66 55.47 66.35 83.53 102.41 118.37 136.75 164.47 196.52 219.76 236.64 268.16 309.50 363.06

PI 121.80 93.00 126.80 121.80 17.20 16.80 26.00 34.20 21.80 27.80 31.30 31.80

sc (kN/m2) 47.59 44.07 23.03 35.69 576.19 1394.75 517.56 592.16 1399.35 1190.74 767.99 703.15

OCR

wL

2.11 1.04 0.42 0.54 5.65 11.81 3.15 3.02 6.37 4.44 2.48 1.94

143.33 148.89 148.89 143.33 32.00 26.67 33.33 55.30 32.22 56.00 51.00 43.33

Cc 1.20 1.25 1.2500 1.2000 0.1980 0.1500 0.21 0.4077 0.2000 0.4140 0.3690 0.3000 Settlement

Cr 0.1200 0.1250 0.1250 0.1200 0.0198 0.0150 0.0210 0.0408 0.0200 0.0414 0.0369 0.0300

e0

Stt (m)

2.30 0.0048 2.38 0.0081 2.35 0.0058 2.00 0.0023 0.44 0.0000 0.30 0.0000 0.50 0.0000 0.81 0.0000 0.20 0.0000 0.97 0.0000 0.59 0.0000 0.30 0.0000 21.1266 mm

5.13. BOREHOLE BH - 13 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-13 Depth (m) From 0.00 1.00 3.40 6.00 7.70 13.00 14.00 17.00 18.00 20.00 26.20 28.45 29.50 33.40 36.00

To 1.0 3.4 6.0 7.7 13.0 14.0 17.0 18.0 20.0 26.2 28.5 29.5 33.4 36.0 40.5

1 m 1 m 133.1 kN 2 133.1 kN/m 1 m

Thick (m) 1 2.4 2.6 1.70 5.30 1 3 1 2 6.2 2.25 1.05 3.9 2.6 4.45

Soil Type Stiff Clay Stiff Clay Medium Dense Sand Medium Stiff Clay Stiff Clay Stiff Silt Stiff Clay Medium Dense Sand Stiff Clay Medium Dense Sand Very Stiff Clay Medium Dense Sand Very Stiff Clay Hard Clay Very Stiff Clay

N'-SPTavr 12 10 10 7 9 9 10 22 14 28 21 26 20 56 30

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1

m

8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

0.50192704 from graph

Se =

0.65 0.00649413 m

ST =

6.49412505 mm 24.8999 mm

E (kN/m2) 14740 14740 12000 9380 12060 12060 13400 26400 18760 33600 28140 31200 26800 75040 40200

m 0.3 0.3 0.25 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3

mavg

0.3

Eavg (kN/m2)

12317

g' (kN/m3) 8.7 8.7 8.2 9.5 9.8 9.8 10 9.7 9.8 11.2 10.3 11.7 10 11.4 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 80.04 66.70 46.69 60.03 60.03 66.70 93.38 140.07 133.40 373.52 200.10

(kN/m2) 4.35 19.14 40.24 79.86 93.02 123.89 143.79 163.64 178.29 222.81 269.12 286.85 312.49 346.81 385.22

(kN/m2)

(kN/m2)

27.49 6.02 2.84 1.24 0.73 0.54 0.43 0.37 0.27 0.19 0.16 0.13 0.11 0.09

46.63 46.26 82.69 94.26 124.62 144.33 164.07 178.66 223.08 269.31 287.01 312.62 346.92 385.31

PI 31.80 37.80 18.80 18.80 17.80 26.40 23.80 21.80 11.80 16.80

sc (kN/m2) 292.98 186.86 334.32 334.32 379.28 449.63 707.21 699.67 2430.82 1162.29

OCR

wL

15.31 2.34 3.59 2.70 2.64 2.52 2.63 2.24 7.01 3.02

43.33 50.00 28.89 28.89 27.78 37.33 34.44 32.22 21.11 26.67

Cc 0.30 0.00 0.3600 0.1700 0.17 0.1600 0.0000 0.25 0.00 0.2200 0.0000 0.20 0.1000 0.1500 Settlement

Cr 0.0300 0.0360 0.0170 0.0170 0.0160 0.0246 0.0220 0.0200 0.0100 0.0150

e0 0.60 0.82 0.49 0.49 0.45 0.49 0.30 0.25 0.15 0.20 18.4058

Stt (m) 0.0174 0.0005 0.0003 0.0000 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 mm

5.13. BOREHOLE BH - 13 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-13 Depth (m) From 0.00 1.00 3.40 6.00 7.70 13.00 14.00 17.00 18.00 20.00 26.20 28.45 29.50 33.40 36.00

To 1.0 3.4 6.0 7.7 13.0 14.0 17.0 18.0 20.0 26.2 28.5 29.5 33.4 36.0 40.5

2 m 2 m 266.6 kN 2 66.7 kN/m

Thick (m) 1 2.4 2.6 1.70 5.30 1 3 1 2 6.2 2.25 1.05 3.9 2.6 4.45

Soil Type Stiff Clay Stiff Clay Medium Dense Sand Medium Stiff Clay Stiff Clay Stiff Silt Stiff Clay Medium Dense Sand Stiff Clay Medium Dense Sand Very Stiff Clay Medium Dense Sand Very Stiff Clay Hard Clay Very Stiff Clay

N'-SPTavr 12 10 10 7 9 9 10 22 14 28 21 26 20 56 30

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.50

Settlement location : Thus

H a m' n'

=  = =

center 8.00 4 1

m

8

From the parameter above we obtain : Ao = A1 =

0.7576547 0.7576547

A2 =

0.0153864

Therefore :

OK

1 m

F1 =

0.482338

F2 =

0.0195891

Is =

0.501927

If =

from graph

= Se =

0.65 0.006507 m

ST =

6.5069656 mm 24.9000 mm

E (kN/m2) 14740 14740 12000 9380 12060 12060 13400 26400 18760 33600 28140 31200 26800 75040 40200

m 0.3 0.3 0.25 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3

mavg

0.3

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 8.7 8.7 8.2 9.5 9.8 9.8 10 9.7 9.8 11.2 10.3 11.7 10 11.4 10.6

(kN/m2) 80.04 66.70 46.69 60.03 60.03 66.70 93.38 140.07 133.40 373.52 200.10

(kN/m2) 4.35 19.14 40.24 79.86 93.02 123.89 143.79 163.64 178.29 222.81 269.12 286.85 312.49 346.81 385.22

(kN/m2)

(kN/m2)

26.04 8.21 4.33 2.07 1.27 0.95 0.78 0.67 0.50 0.36 0.30 0.25 0.21 0.17

45.18 48.45 84.18 95.09 125.16 144.74 164.42 178.96 223.31 269.47 287.14 312.74 347.02 385.39

12317

PI

31.80 37.80 18.80 18.80 17.80 26.40 23.80 21.80 11.80 16.80

sc (kN/m2) 292.98 186.86 334.32 334.32 379.28 449.63 707.21 699.67 2430.82 1162.29

OCR

wL

Cc

Cr

15.31 2.34 3.59 2.70 2.64 2.52 2.63 2.24 7.01 3.02

43.33 50.00 28.89 28.89 27.78 37.33 34.44 32.22 21.11 26.67

0.30 0.00 0.3600 0.1700 0.17 0.1600 0.0000 0.25 0.00 0.2200 0.0000 0.20 0.1000 0.1500 Settlement

0.0300 0.0360 0.0170 0.0170 0.0160 0.0246 0.0220 0.0200 0.0100 0.0150

e0

Stt (m)

0.60 0.0168 0.82 0.0008 0.49 0.0006 0.49 0.0001 0.45 0.0001 0.49 0.0001 0.30 0.0000 0.25 0.0000 0.15 0.0000 0.20 0.0000 18.3930 mm

5.13. BOREHOLE BH - 13 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-13 Depth (m) From 0.00 1.00 3.40 6.00 7.70 13.00 14.00 17.00 18.00 20.00 26.20 28.45 29.50 33.40 36.00

To 1.0 3.4 6.0 7.7 13.0 14.0 17.0 18.0 20.0 26.2 28.5 29.5 33.4 36.0 40.5

5 m 5 m 794.7 kN 2 31.8 kN/m 1 m

Thick (m) 1 2.4 2.6 1.70 5.30 1 3 1 2 6.2 2.25 1.05 3.9 2.6 4.45

Soil Type Stiff Clay Stiff Clay Medium Dense Sand Medium Stiff Clay Stiff Clay Stiff Silt Stiff Clay Medium Dense Sand Stiff Clay Medium Dense Sand Very Stiff Clay Medium Dense Sand Very Stiff Clay Hard Clay Very Stiff Clay

N'-SPTavr 12 10 10 7 9 9 10 22 14 28 21 26 20 56 30

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.20

Settlement location : Thus

H a m' n'

=  = =

center 20.00 4 1

m

8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

OK

Is = If = =

0.50192704 from graph

Se =

0.65 0.00775718 m

ST =

7.75718167 mm 24.9000 mm

E (kN/m2) 14740 14740 12000 9380 12060 12060 13400 26400 18760 33600 28140 31200 26800 75040 40200

m 0.3 0.3 0.25 0.3 0.3 0.25 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3

mavg

0.3

Eavg (kN/m2)

12317

g' (kN/m3) 8.7 8.7 8.2 9.5 9.8 9.8 10 9.7 9.8 11.2 10.3 11.7 10 11.4 10.6

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 80.04 66.70 46.69 60.03 60.03 66.70 93.38 140.07 133.40 373.52 200.10

(kN/m2) 4.35 19.14 40.24 79.86 93.02 123.89 143.79 163.64 178.29 222.81 269.12 286.85 312.49 346.81 385.22

(kN/m2)

(kN/m2)

20.67 10.50 6.75 3.86 2.59 2.04 1.72 1.50 1.17 0.86 0.73 0.63 0.53 0.45

39.81 50.74 86.61 96.88 126.48 145.83 165.36 179.79 223.98 269.98 287.58 313.12 347.34 385.66

PI

31.80 37.80 18.80 18.80 17.80 26.40 23.80 21.80 11.80 16.80

sc (kN/m2) 292.98 186.86 334.32 334.32 379.28 449.63 707.21 699.67 2430.82 1162.29

OCR

wL

Cc

Cr

15.31 2.34 3.59 2.70 2.64 2.52 2.63 2.24 7.01 3.02

43.33 50.00 28.89 28.89 27.78 37.33 34.44 32.22 21.11 26.67

0.30 0.00 0.3600 0.1700 0.17 0.1600 0.0000 0.25 0.00 0.2200 0.0000 0.20 0.1000 0.1500 Settlement

0.0300 0.0360 0.0170 0.0170 0.0160 0.0246 0.0220 0.0200 0.0100 0.0150

e0

Stt (m)

0.60 0.0143 0.82 0.0012 0.49 0.0011 0.49 0.0001 0.45 0.0002 0.49 0.0001 0.30 0.0001 0.25 0.0001 0.15 0.0000 0.20 0.0000 17.1428 mm

5.14. BOREHOLE BH - 14 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-14 Depth (m) From 0.00 1.00 1.00 4.00 8.45 11.00 20.00 23.80 27.50 34.00 35.00 37.00

To 1.0 1.9 4.0 8.5 11.0 20.0 23.8 27.5 34.0 35.0 37.0 40.5

5.5 m 5.5 m 230.0 kN 2 7.6 kN/m

Thick (m) 1 0.85 3 4.45 2.55 9 3.8 3.7 6.5 1 2 3.45

Soil Type Gravelly Sand Gravelly Sand Medium Stiff Silt Very Soft Organic Clay Medium Stiff Silt Stiff Clay Very Stiff Clay Dense Sand Very Stiff Clay Hard Clay Very Stiff Clay Hard Clay

N'-SPTavr 50 50 8 2 7 12 20 34 28 41 26 32

0.18

Settlement location : Thus

H a m' n'

=  = =

center 22.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.75765471 0.75765471

A2 =

0.01538644

F1 =

0.48233797

F2 =

0.01958907

Therefore :

0.77532126

1 m

ELASTIC SETTLEMENT SETTLEMENT Df/B =

OK

Is = If = =

m

0.50192704 from graph

Se =

0.65 0.00237646 m

ST =

2.37645577 mm 23.9083 mm

E (kN/m2) 60000 60000 8040 2010 7035 16080 26800 40800 37520 54940 34840 42880

m 0.2 0.2 0.3 0.4 0.3 0.3 0.3 0.25 0.3 0.2 0.35 0.2

mavg

0.3

Eavg (kN/m2)

10128

g' (kN/m3) 12.2 12.2 9 7.5 8.9 9.5 9.8 11.2 10.5 11.4 10.3 10.8

cu

s'v

Ds

s1=s'v+Ds

(kN/m2) 53.36 13.34 46.69 80.04 133.40 186.76 273.47 173.42 213.44

(kN/m2) 6.10 17.39 36.07 66.26 94.29 148.39 209.76 249.10 303.95 343.77 359.77 388.70

(kN/m2)

(kN/m2)

6.55 3.73 1.72 1.01 0.53 0.50 0.24 0.18 0.17 0.13 0.12

23.94 39.80 67.97 95.30 148.92 210.26 249.34 304.12 343.94 359.90 388.82

PI

91.80 147.80 17.80 19.80 42.80 24.30 16.80 27.80 21.80

sc (kN/m2) 118.67 20.31 265.50 436.76 497.09 934.22 1588.46 814.71 1119.48

OCR

wL

Cc

Cr

3.29 0.31 2.82 2.94 2.37 3.07 4.62 2.26 2.88

110.00 172.22 27.78 30.00 55.56 35.00 26.67 38.89 32.22

0.90 1.4600 0.1600 0.18 0.4100 0.23 0.15 0.2600 0.2000 Settlement

0.0675 0.1095 0.0256 0.0295 0.0741 0.0382 0.0237 0.0450 0.0334

e0 2.00 3.02 0.62 0.48 0.76 0.60 0.40 0.68 0.60 21.5319

Stt (m) 0.00289 0.01795 0.00019 0.00028 0.00017 0.00004 0.00000 0.00001 0.00001 mm

5.1. NBL - 13 Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : NBL-13 Depth (m) From 0.00 1.00 4.00 4.79 8.00 11.75 15.00 16.50 20.00 20.70 22.05 22.50 27.00 27.60 30.00 30.45

To 1.0 4.0 4.8 8.0 11.8 15.0 16.5 20.0 20.7 22.1 22.5 27.0 27.6 30.0 30.5 32.0

1 m 1 m 87.4 kN 2 87.4 kN/m

Soil Type Soft Clay Soft Clay Very Soft Organic Clay Loose Sand Stiff Clay Dense Sand Very Dense Sand Very Stiff Clay Very Soft Organic Clay Stiff Clay Very Stiff Clay Very Dense Sand Hard Clay Very Dense Sand Hard Clay Very Stiff Sandy Silt

Thick (m) 1 3 0.79 3.21 3.75 3.25 1.5 3.5 0.7 1.35 0.45 4.5 0.6 2.4 0.45 1.55

N'-SPTavr 7 7 4 3 10 35 60 16 20 23 27 80 60 52 34 30

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

From the parameter above we obtain : Ao = A1 =

0.757654708 0.757654708

A2 =

0.015386436

F1 =

0.482337968

F2 =

0.019589073

Therefore :

OK

1 m

Is = If = =

m

0.501927041 from graph

Se =

0.68 0.008465096 m

ST =

8.465096309 mm 24.9000 mm

E (kN/m2) 3000 3000 2500 10000 12000 35000 45000 23000 3000 12000 23000 46000 24000 50000 24000 25000

m 0.35 0.35 0.4 0.35 0.3 0.25 0.2 0.3 0.4 0.3 0.3 0.2 0.25 0.2 0.25 0.25

mavg

0.4

Eavg

g'

cu

s'v

Ds

s1=s'v+Ds

(kN/m2)

(kN/m3) 8 8 7.5 10 8 12 15 10 7.5 9 10 17 12 12.2 12.2 11

(kN/m2) 46.69 46.69 26.68 66.70 106.72 133.40 153.41 180.09 400.20 226.78 -

(kN/m2) 4.00 20.00 34.96 53.98 85.03 119.53 150.28 179.03 199.15 207.85 216.18 256.68 298.53 316.77 334.15 345.42

(kN/m2)

(kN/m2)

13.98 4.52 2.14 0.90 0.49 0.45 0.26 0.21 0.19 0.18 0.14 0.12 0.11 0.10 0.09

33.98 39.49 56.11 85.92 120.01 150.73 179.29 199.36 208.04 216.35 256.82 298.64 316.87 334.25 345.51

6154

PI

41.80 93.00 11.80 11.80 21.80 26.00 34.20 6.80 31.30 -

sc (kN/m2) 176.42 58.75 434.08 694.52 699.67 743.99 761.35 2960.94 1004.30 -

OCR

wL

Cc

Cr

8.82 1.68 5.11 3.88 3.51 3.58 3.52 9.92 3.01 -

54.44 121.11 21.11 21.11 32.22 21.11 21.11 15.56 15.56 -

0.40 1.00 0.1000 0.1980 0.1000 0.20 0.10 0.1000 0.05 0.0500 Settlement

0.0400 0.1000 0.0100 0.0198 0.0100 0.0334 0.0100 0.0100 0.0043 0.0050 -

e0

Stt (m)

1.20 0.0126 0.10 0.0038 1.50 0.0001 1.50 0.0000 0.70 0.0000 1.50 0.0000 1.60 0.0000 2.00 0.0000 2.00 0.0000 16.4349 mm

LONG TERM SETTLEMENT AFTER TERZAGHI Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-14 Depth (m) From 0.00 1.00 1.00 4.00 8.45 11.00 20.00 23.80 27.50 34.00 35.00 37.00

To 1.0 1.9 4.0 8.5 11.0 20.0 23.8 27.5 34.0 35.0 37.0 40.5

Soil Type Gravelly Sand Gravelly Sand Medium Stiff Silt Very Soft Organic Clay Medium Stiff Silt Stiff Clay Very Stiff Clay Dense Sand Very Stiff Clay Hard Clay Very Stiff Clay Hard Clay

7.3 m 9.8 m 220.0 kN 2 3.1 kN/m 3m

Thick (m) 1 0.85 3 4.45 2.55 9 3.8 3.7 6.5 1 2 3.45

ELASTIC SETTLEMENT SETTLEMENT Df/B =

0.41

OK

N'-SPTavr 50 50 8 2 7 12 20 34 28 41 26 32

E (kN/m2) 60000 60000 8040 2010 7035 16080 26800 40800 37520 54940 34840 42880

m 0.3 0.3 0.3 0.3 0.35 0.35 0.35 0.25 0.35 0.4 0.3 0.4

mavg

0.3

Settlement location : Thus

H a m' n'

=  = =

center 29.20 m 4 1.342466 8

From the parameter above we obtain : Ao = A1 =

0.759962 0.795897

A2 =

0.020531

F1 =

0.495245

F2 =

1.497578

Is =

1.992824

If =

from graph

Therefore :

=

For All Calculation See Note Tab.

Se =

0.57 0.004218 m

ST =

4.218007 mm 24.9364 mm

Eavg 2

(kN/m )

10725

g'

s'v

cu 3

(kN/m ) 12.2 12.2 9 7.5 8.9 9.5 9.8 11.2 10.5 11.4 10.3 10.8

2

(kN/m ) 53.36 13.34 46.69 80.04 133.40 186.76 273.47 173.42 213.44

s1=s'v+Ds

Ds 2

(kN/m ) 6.10 17.39 36.07 66.26 94.29 148.39 209.76 249.10 303.95 343.77 359.77 388.70

2

2

(kN/m )

(kN/m )

1.92 1.09 0.55 0.32 0.24 0.21 0.14 0.13 0.12

68.18 95.38 148.94 210.08 249.34 304.15 343.91 359.90 388.82

PI

147.80 17.80 19.80 42.80 24.30 16.80 27.80 21.80

sc (kN/m2)

20.31 265.50 436.76 497.09 934.22 1588.46 814.71 1119.48

OCR

0.31 2.82 2.94 2.37 3.07 4.62 2.26 2.88

wL

Cc

Cr

e0

Stt (m)

e0 0.00

172.22 27.78 30.00 55.56 35.00 26.67 38.89 32.22

1.4600 0.1600 0.18 0.4100 0.23 0.15 0.2600 0.2000 Settlement

0.1095 0.0256 0.0295 0.0741 0.0382 0.0237 0.0450 0.0334

3.02 0.62 0.48 0.76 0.60 0.40 0.68 0.60

0.02006 0.00020 0.00029 0.00010 0.00005 0.00000 0.00001 0.00001 20.7184 mm

2.00 3.02 0.62 0.48 0.76 0.00 0.60 0.40 0.68 0.60

LONG TERM SETTLEMENT AFTER TERZAGHI Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-22 Depth (m) From 0.00 1.00 8.00 12.45 18.00 20.00 26.95 39.00

To 1.0 8.0 12.5 18.0 20.0 27.0 39.0 45.5

Soil Type Gravelly Sand Gravelly Sand Very Soft Clay Soft Clay Soft Organic Clay Soft Organic Clay Very Stiff Clay Medium Dense To Dense Sand

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

1m 1m 23.0 kN 2 23.0 kN/m

OK

1m

Thick (m) 1 7 4.45 5.55 2.00 6.95 12.05 6.45

N'-SPTavr 3 3 2 2 3 5 18 30

E (kN/m2) 3600 3600 2010 2010 3015 5025 18090 36000

m 0.2 0.2 0.3 0.3 0.3 0.3 0.35 0.3

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1

m

8

From the parameter above we obtain : Ao = A1 =

0.757655 0.87374

A2 =

0.015386

F1 =

0.519289

F2 =

1.122371

Is =

1.249721

If =

from graph

Therefore :

=

For All Calculation See Note Tab.

Se =

0.65 0.013083 m

ST =

13.08343 mm 14.6966 mm

mavg

0.3

Eavg 2

(kN/m )

2665

g'

s'v

cu 3

(kN/m ) 6.2 6.2 7.5 7.5 7.5 7.8 9 11.2

2

(kN/m ) 13.34 13.34 20.01 33.35 120.06 -

s1=s'v+Ds

Ds 2

(kN/m ) 3.10 27.90 22.89 60.39 88.70 123.31 204.64 294.98

2

2

(kN/m )

(kN/m )

2.07 0.22 0.10 0.06 0.04 0.03 0.01

29.97 23.11 60.49 88.76 123.35 204.67 294.99

PI 65.20 52.40 39.40 37.30 52.70 -

sc (kN/m2) 37.98 43.90 78.23 134.47 393.65 -

OCR

wL

Cc

Cr

e0

1.66 0.73 0.88 1.09 1.92 -

99.20 83.00 64.00 65.00 78.00 -

0.61 0.5500 0.7000 0.48 0.3700 Settlement

0.0458 0.0413 0.0675 0.0634 0.0278 -

1.53 1.46 1.50 1.36 0.94 -

Stt (m) 0.00033 0.00088 0.00017 0.00021 0.00001 1.6132 mm

e0 0.00 0.00 1.53 1.46 1.50 1.36 0.94 0.00

LONG TERM SETTLEMENT AFTER TERZAGHI Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-01 Depth (m) From 0.00 1.00 2.95 8.95 9.65 10.00 13.00 15.00 21.00 21.45 22.95 23.50 25.50 27.45

To 1.0 3.0 9.0 9.7 10.0 13.0 15.0 21.0 21.5 23.0 23.5 25.5 27.5 30.5

Soil Type Stiff Silt Very Stiff Clay Stiff Silt Stiff Organic Clay Stiff Clay Silty Sand Medium Dense Sand Medium Dense Sand Medium Dense Sandy Clay Sandy Silt Stiff Clay Stiff Clay Very Stiff Clay Very Stiff Clay

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

1m 1m 50.0 kN 2 50.0 kN/m

OK

1m

Thick (m) 1 1.95 6 0.70 0.35 3 2 6 0.45 1.5 0.55 2 1.95 3

N'-SPTavr 16 17 10 12 12 13 17 16 24 16 13 13 22 32

E (kN/m2) 12256 13022 7660 9192 9192 9958 13022 12256 18384 12256 9958 9958 16852 24512

m 0.3 0.35 0.3 0.3 0.3 0.3 0.3 0.3 0.35 0.3 0.3 0.3 0.35 0.35

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1

m

8

From the parameter above we obtain :

Therefore :

Ao = A1 =

0.757655 0.87374

A2 =

0.015386

F1 =

0.519289

F2 =

1.122371

Is =

1.134403

If =

from graph

=

For All Calculation See Note Tab.

Se =

0.65 0.007405 m

ST =

7.405064 mm 24.8677 mm

mavg

0.3

Eavg 2

(kN/m )

8993

g'

s'v

cu 3

(kN/m ) 9.31 10.19 9.31 9.31 9.31 8.11 9.11 9.11 12.11 10.11 9.31 9.31 11.11 12.11

2

(kN/m ) 106.72 113.39 66.70 80.04 80.04 160.08 106.72 86.71 86.71 146.74 213.44

s1=s'v+Ds

Ds 2

(kN/m ) 4.66 19.25 57.11 88.30 93.19 106.98 128.26 164.70 194.75 205.06 215.20 227.07 247.21 276.21

2

2

(kN/m )

(kN/m )

12.82 1.41 0.58 0.52 0.38 0.33 0.15 0.11 0.09 0.09 0.08 0.07 0.06

32.06 58.52 88.88 93.70 107.36 128.59 164.85 194.86 205.15 215.30 227.15 247.28 276.27

PI 31.80 71.80 71.80 71.80 41.80 41.80 51.80 51.80 31.80 31.80

sc (kN/m2) 498.07 177.55 213.07 213.07 604.85 403.23 287.44 287.44 644.56 937.54

OCR

wL

Cc

Cr

e0

25.88 3.11 2.41 2.29 3.11 1.97 1.34 1.27 2.61 3.39

43.33 87.78 87.78 87.78 54.44 54.44 65.56 65.56 43.33 43.33

0.30 0.70 0.7000 0.7000 0.00 0.0000 0.0000 0.40 0.40 0.5000 0.5000 0.30 0.3000 Settlement

0.0528 0.0525 0.0525 0.0525 0.0722 0.0722 0.0375 0.0375 0.0528 0.0528

0.51 0.51 0.51 0.51 0.50 0.50 0.87 0.87 0.70 0.70

Stt (m) 0.0151 0.0022 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 17.4627 mm

e0 0.51 0.51 0.51 0.51 0.51 0.51 0.00 0.00 0.50 0.50 0.87 0.87 0.70 0.70

LONG TERM SETTLEMENT AFTER TERZAGHI Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-01 Depth (m) From 0.00 1.00 2.00 2.95 8.95 9.65 10.00 13.00 15.00 21.00 21.45 22.95 23.50 25.50 27.45

To 1.0 2.0 3.0 9.0 9.7 10.0 13.0 15.0 21.0 21.5 23.0 23.5 25.5 27.5 30.5

Soil Type Stiff Silt Very Stiff Clay Very Stiff Clay Stiff Silt Stiff Organic Clay Stiff Clay Silty Sand Medium Dense Sand Medium Dense Sand Medium Dense Sandy Clay Sandy Silt Stiff Clay Stiff Clay Very Stiff Clay Very Stiff Clay

ELASTIC SETTLEMENT SETTLEMENT Df/B =

2.00

1m 1m 42.0 kN 2 42.0 kN/m

OK

2m

Thick (m) 1 1 0.95 6 0.70 0.35 3 2 6 0.45 1.5 0.55 2 1.95 3

N'-SPTavr 16 17 17 10 12 12 13 17 16 24 16 13 13 22 32

E (kN/m2) 12256 13022 13022 7660 9192 9192 9958 13022 12256 18384 12256 9958 9958 16852 24512

m 0.3 0.3 0.35 0.3 0.3 0.3 0.3 0.3 0.3 0.35 0.3 0.3 0.3 0.35 0.35

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

m

From the parameter above we obtain :

Therefore :

Ao = A1 =

0.7576547 0.8737399

A2 =

0.0153864

F1 =

0.519289

F2 =

1.1223712

Is =

1.6416603

If = =

For All Calculation See Note Tab.

from graph

Se =

0.65 0.0095948 m

ST =

9.59480756 mm 24.7831 mm

mavg

0.3

Eavg 2

(kN/m )

8466

g'

s'v

cu 3

(kN/m ) 9.31 10.19 10.19 9.31 9.31 9.31 8.11 9.11 9.11 12.11 10.11 9.31 9.31 11.11 12.11

2

(kN/m ) 106.72 113.39 113.39 66.70 80.04 80.04 160.08 106.72 86.71 86.71 146.74 213.44

s1=s'v+Ds

Ds 2

(kN/m ) 4.66 14.41 15.03 47.80 78.99 83.88 97.67 118.95 155.39 185.44 195.75 205.89 217.76 237.90 266.90

2

2

(kN/m )

(kN/m )

19.30 1.71 0.61 0.54 0.38 0.25 0.16 0.07 0.09 0.09 0.07 0.06 0.05

34.34 49.51 79.60 84.42 98.05 119.19 155.55 185.51 195.84 205.98 217.83 237.97 266.95

PI

71.80 71.80 71.80 71.80 41.80 41.80 51.80 51.80 31.80 31.80

sc (kN/m2)

301.84 177.55 213.07 213.07 604.85 403.23 287.44 287.44 644.56 937.54

OCR

20.08 3.71 2.70 2.54 3.26 2.06 1.40 1.32 2.71 3.51

wL

87.78 87.78 87.78 87.78 54.44 54.44 65.56 65.56 43.33 43.33

Cc

0.7000 0.7000 0.7000 0.7000 0.00 0.0000 0.0000 0.40 0.40 0.5000 0.5000 0.30 0.3000 Settlement

Cr

0.0525 0.0525 0.0525 0.0525 0.0722 0.0722 0.0375 0.0375 0.0528 0.0528

e0

0.51 0.51 0.51 0.51 0.50 0.87 0.87 0.70 0.70 0.70

Stt (m)

0.0119 0.0032 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 15.1883 mm

e0 0.51 0.51 0.51 0.51 0.51 0.51 0.00 0.00 0.50 0.50 0.87 0.87 0.70 0.70 0.70

LONG TERM SETTLEMENT AFTER TERZAGHI Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-01 Depth (m) From 0.00 1.00 2.95 8.95 9.65 10.00 13.00 15.00 21.00 21.45 22.95 23.50 25.50 27.45

To 1.0 3.0 9.0 9.7 10.0 13.0 15.0 21.0 21.5 23.0 23.5 25.5 27.5 30.5

Soil Type Stiff Silt Very Stiff Clay Stiff Silt Stiff Organic Clay Stiff Clay Silty Sand Medium Dense Sand Medium Dense Sand Medium Dense Sandy Clay Sandy Silt Stiff Clay Stiff Clay Very Stiff Clay Very Stiff Clay

ELASTIC SETTLEMENT SETTLEMENT Df/B =

3.00

1m 1m 30.0 kN 2 30.0 kN/m

OK

3m

Thick (m) 1 1.95 6 0.70 0.35 3 2 6 0.45 1.5 0.55 2 1.95 3

N'-SPTavr 16 17 10 12 12 13 17 16 24 16 13 13 22 32

E (kN/m2) 12256 13022 7660 9192 9192 9958 13022 12256 18384 12256 9958 9958 16852 24512

m 0.3 0.35 0.3 0.3 0.3 0.3 0.3 0.3 0.35 0.3 0.3 0.3 0.35 0.35

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

m

From the parameter above we obtain :

Therefore :

Ao = A1 =

0.757655 0.87374

A2 =

0.015386

F1 =

0.519289

F2 =

1.122371

Is =

2.774018

If =

from graph

=

For All Calculation See Note Tab.

Se =

0.67 0.012865 m

ST =

12.86472 mm 24.1695 mm

mavg

0.3

Eavg 2

(kN/m )

7888

g'

s'v

cu 3

(kN/m ) 9.31 10.19 9.31 9.31 9.31 8.11 9.11 9.11 12.11 10.11 9.31 9.31 11.11 12.11

2

(kN/m ) 106.72 113.39 66.70 80.04 80.04 160.08 106.72 86.71 86.71 146.74 213.44

s1=s'v+Ds

Ds 2

(kN/m ) 4.66 19.25 57.11 88.30 93.19 106.98 128.26 164.70 194.75 205.06 215.20 227.07 247.21 276.21

2

2

(kN/m )

(kN/m )

7.50 0.56 0.48 0.33 0.21 0.13 0.08 0.07 0.07 0.06 0.05 0.04

64.61 88.85 93.67 107.31 128.46 164.83 194.83 205.13 215.27 227.13 247.26 276.25

PI

71.80 71.80 71.80 41.80 41.80 51.80 51.80 31.80 31.80

sc (kN/m2)

177.55 213.07 213.07 604.85 403.23 287.44 287.44 644.56 937.54

OCR

3.11 2.41 2.29 3.11 1.97 1.34 1.27 2.61 3.39

wL

87.78 87.78 87.78 54.44 54.44 65.56 65.56 43.33 43.33

Cc

0.70 0.7000 0.7000 0.00 0.0000 0.0000 0.40 0.40 0.5000 0.5000 0.30 0.3000 Settlement

Cr

0.0525 0.0525 0.0525 0.0722 0.0722 0.0375 0.0375 0.0528 0.0528

e0

0.51 0.51 0.51 0.50 0.50 0.87 0.87 0.70 0.70

Stt (m)

0.0112 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 11.3048 mm

e0 0.51 0.51 0.51 0.51 0.51 0.51 0.00 0.00 0.50 0.50 0.87 0.87 0.70 0.70 0.70

LONG TERM SETTLEMENT AFTER TERZAGHI Bg Lg Pg

= = =

Pg

= =

Depth of Foundation (Df) Location : BH-01 Depth (m) From 0.00 1.00 7.00 8.50 11.00 11.95 16.95 21.95 24.00 25.00

To 1.0 7.0 8.5 11.0 12.0 17.0 22.0 24.0 25.0 30.5

Soil Type Silty Coral Gravel Silty Coral Gravel Silty Coral Gravel Silty Coral Gravel Medium Stiff Clay Soft Clay Soft Clay Medium Stiff Clay Silty Sand Medium Dense Sand

ELASTIC SETTLEMENT SETTLEMENT Df/B =

1.00

1m 1m 79.8 kN 2 79.8 kN/m

OK

1m

Thick (m) 1 6 1.5 2.50 0.95 5 5 2.05 1 5.45

N'-SPTavr 9 9 38 13 4 2 2 4 26 27

E (kN/m2) 6894 6894 29108 9958 3064 1532 1532 3064 19916 20682

m 0.25 0.25 0.35 0.3 0.3 0.25 0.3 0.3 0.3 0.35

Settlement location : Thus

H a m' n'

=  = =

center 4.00 4 1 8

m

From the parameter above we obtain :

Therefore :

Ao = A1 =

0.757655 0.87374

A2 =

0.015386

F1 =

0.519289

F2 =

1.122371

Is =

1.210576

If =

from graph

=

For All Calculation See Note Tab.

Se =

0.65 0.010545 m

ST =

10.54524 mm 10.5452 mm

mavg

0.3

Eavg 2

(kN/m )

10992

g'

s'v

cu 3

(kN/m ) 6 6 9 7 7.6 6 6 7.6 8 8.5

2

(kN/m ) 26.68 13.34 13.34 26.68 -

s1=s'v+Ds

Ds 2

(kN/m ) 3.00 24.00 48.75 64.25 76.61 95.22 125.22 148.01 159.80 186.96

2

2

(kN/m )

(kN/m )

4.99 1.33 0.84 0.61 0.38 0.32 0.15 0.13 0.10

28.99 50.08 65.09 77.22 95.60 125.54 148.16 159.93 187.06

PI 71.80 41.80 41.80 31.80 -

sc (kN/m2) 71.02 50.40 50.40 117.19 -

Bearing Capacity of Shallow Foundation Latest (Edit for Report-wisnu)

Short Description

Description

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