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PILE DESIGN DESIGN OF PILES BASED ON LOAD CAPACITY
This program considers the following cases: 1. Uniform pile type (bored or driven), 2. One type of soil (cohesive or cohesionless), but properties may vary with depth. It computes the variation of pile capacity with length and size. Design Input 1. Pile
Enter data in yellow cells
Value
Units Comment
Pile type Shaft diameter or width Base diameter or width
d 300 300
mm mm
Shape Design Load 2. Design Criteria Factor of Safety (Bearing) Factor of Safety (Shaft) Factor of Safety (Overall) 3. Soil
r 1000
kN
1 1 1
-
Type Bulk unit weight Depth to water table Strength parameters specified at starting depth of: and depth increments of:
n 18 1 1.5 1.5
d=driven b=bored
r=round s=square
c=cohesive n=non-cohesive kN/m3 m m m
Reference: B. Look, "Spreadsheet Geomechanics - An Introduction", Balkeema, Rotterdam, 1994. Design Assumptions Values of end bearing pressures and shaft friction/adhesion from Australian Standard AS2159-197X Spreadsheet by: J.P. Carter, Centre for Geotechnical Research, University of Sydney, AUSTRALIA Last Modified: 15 May, 2002
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PILE DESIGN DESIGN OF PILES BASED ON LOAD CAPACITY