ProSheet Guidelines

ProSheet 2.2 06-06 Design software for sheet pile retaining walls

1

Introduction ProSheet 2.2 Design program developped in collaboration with the Sheet Piling department of ARCELOR COMMERCIAL RPS: • allows quick dimensionning of steel sheet pile retaining walls • designed for simple structures and pre-dimensionning (refer to chapter “ possibilities “)

• geotechnical knowledge / backround required (definition of soil characteristics / calculation of retaining walls)

The results produced by this method have to be checked carefully by the user in order to make sure that modelization of the soil-structure interaction is accurate enough. 2

Introduction (...) Calculation method: • Fixed earth support according theory of Dr. Blum • Limit earth pressure - earth resistance Ka / Kp (Caquot / Kerisel)

Three static systems are possible: • Cantilever • Free earth support with one layer of anchor or struts • Fixed earth support with one layer of anchor or struts (Blum)

3

General informations • Installation and configuration – Two languages are possible (F or GB) ° separate directories if both versions are installed – Configuration: decimal symbol = " . " (see also "Read-me" / evtl. use "French-Switzerland") – Metric or imperial units • Convention (see also "Help"-File) – Levels º positive downwards, refered to level ± 0.00 º negative upwards – Wall friction angle (to be introduced manually) º Earth pressure : δa = positive º Earth resistance : δp = negative 4

Possibilities • Continuous sheet pile wall design with: – 1 retaining level (anchorage or struting) – rear anchor wall – simulation of construction stages NOT possible Be careful: construction stage could guide the design ! – catalogues of ARCELOR sections ° AU, PU, AZ, Coldformed OSP ° not included: HZ-AZ combined wall system • Various options – uniforme surcharge load of type Caquot – lineare surcharge load of type Boussinesq – concentrated forces – additional pressures on the wall

5

Dimensionning of main wall Three static systems are possible

Cantilever wall Hrecom.: 5 à 6 m Mbend Ê / fmax Ê length Ê

Anchored / strutted wall free earth support Mbend. Ê / R Ê minimum pile length 6

Anchored / strutted wall fixed earth support Mbend. Ì / R Ì longer pile than free meth.

Dimensionning of anchor wall Two static systems are possible - free earth support

- fixed earth support Ra,h

Assuming identical soil conditions and tieback load: deeper anchor level Ö sheet pile length Ì

higher anchorage level Ö sheet pile length Ê

Chosen system depends for ex. on construction stages, installation possibilities, a.s.o. 7

Restrictions • Not included options: – partial coefficients (SLS / ULS, Eurocodes) – seismic effects ⇒ design values to be introduced manually • and: – distance between main and anchor wall (Kranz, Jelinek, …) – slip cercle analysis (Bishop, …) – hydraulic failure – discharge through interlocks ⇒ Use different software

8

Example : Anchored quay wall Geometry:

Main wall

Traffic load S

0.00 Bollard H

0.50 1.50

0.50

retaining height:5.00 m

•

final level:

0.50 m

•

anchor level:

1.50 m

•

water:

4.00 / 2.50 m

Soil conditions: 2.50 5° Sand (fill)

4.00

•

sand:

ϕ’ = 30.0°

γ / γ ’ = 18 / 10 kN/m3

Ra

•

5.50

5°

•

clay:

ϕ = 27.5° c’ = 5 kN/m2

γ / γ ’ = 19 / 9 kN/m3

Clay

Loadings: surcharge: bollard:

?

9

S = 20 kN/m2 H = 50 kN/m

Units, configuration and projet info ƒ Start Prosheet ƒ Set options: •Units •Projet info •Configuration

10

« Help » ‘Help’- File ˆIntroduction ˆExample ˆConventions ˆHelpful hints ˆHelp (contacts)

11

Create a new file

Clic on the arrow of the « tool box »

12

Design data

ƒ Soil level ƒ Water level ƒ Uniform surcharge load ƒ Earth support ƒ Continue with ‘ Soil Layers ’ ƒ Don’t clic directly on ‘OK’

ƒ Fill in at least : ‘GeoData’ / ‘Soil Layers’ / ‘Pile Section’ 13

Soil Layers

(1/3)

ƒ Soil characteristics: γ / ϕ / δ / c’

ƒ Add or delete soil layers ƒ Note : Layer Tip = lower level of soil layer

14

Soil Layers (2/3)

Important: ƒ Put lowest soil level deeper than assumed embedment depth ƒ δp = negative ƒ Check if automatic calculation for Kph is activated

15

Soil Layers (3/3) ƒ Copy from ‘Layers in front’ to ‘Layers behind’ ƒ Change signe of δa ƒ Check if automatic calculation for Kah is activated

16

Concentrated loads: vertical, horizontal

ƒ Loads are positive downwards resp. to the left

•Clic on ‘+ / -’ to add or delete a ligne

17

Sheet pile section / Steel grade First choice: AU 14 S 270 GP

Safety factor is only applied on yield point (steel stresses) !

18

Results: All values / Extremal values / Pile check …

Clic on ‘Table’ (explorer) to get all the results Deflection

Pile toe level

Safety on steel stress

Pile length Overlength Δx Anchor load Ra,h 19

Extremal values / All values

Level ‘z’

Value

20

Diagrams

21

Earth pressure coefficients

To check values of Kah and Kpk ⇒ return to the file ‘Soil layers’

22

Printing the results (tables and graphs)

Printing

Right button

23

Error messages

ƒ Soil resistance