04: Calculate the allowable axial load for the driven pile of ( 0.5 m ) dia. And ( 20 m) depth, in a layered soil as shown in fig.. Use F.S. = 2, K, -1.5, tan ô - 0.5. 2 m cley E W.T C. 70 Kpa 71 17 kN/m 6 m Cay 4 m C, -180 Kpa h- 20 kN/m 2.5 Sand 8m O -32 Y- 19 kN/m Ng 23.18

04: Calculate the allowable axial load for the driven pile of ( 0.5 m ) dia. And ( 20 m) depth, in a layered soil as shown in fig.. Use F.S. = 2, K, -1.5, tan ô - 0.5. 2 m cley E W.T C. 70 Kpa 71 17 kN/m 6 m Cay 4 m C, -180 Kpa h- 20 kN/m 2.5 Sand 8m O -32 Y- 19 kN/m Ng 23.18

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Pile Foundations

Section: Chapter Questions

Problem 12.12P

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Question

i need the answer quickly

Q4: Calculate the allowable axial
load for the driven pile of ( 0.5
m) dia. And ( 20 m) depth, in
a layered soil as shown in fig..
Use F.S. = 2 , K, -1.5 , tan ổ
- 0.5.
2 m
tlay
E W.T
C. =70 Kpa
7= 17 kN/m
6 m
Gay
C, =180 Kpa
n- 20 kN/m
Sand
8m
=32
YL= 19 kN/m Ng 23.18

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