SIT V. A 0.3 square prestressed concrete pile is to be driven at a site where soil conditions are as indicated in the figure. c=28 kPa y=15.7 kN/m 6 m a=1.0 c=96 kPa y=19 kN/m 8 m a=0.50 a. What is the total skin friction is expected to develop? b. What is the total end bearing capacity of pile? c. What is the design capacity if factor of safety is 2?

SIT V. A 0.3 square prestressed concrete pile is to be driven at a site where soil conditions are as indicated in the figure. c=28 kPa y=15.7 kN/m 6 m a=1.0 c=96 kPa y=19 kN/m 8 m a=0.50 a. What is the total skin friction is expected to develop? b. What is the total end bearing capacity of pile? c. What is the design capacity if factor of safety is 2?

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 12.2P: A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a....

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