answer should be on the choices A 0.30-m square prestressed concrete pile is to be driven in a clayey soil as shown in figure. Use alpha methodwith a factor of safety of 2.00.Which of the following is the end bearing capacity of the pile, in kN,if Nc = 9?100.44b. 50.22C. 22.68d. 77.26Which of the following gives the skin friction expected to developalong the shaft of the pile in KN?a. 662.40b. 614.40C. 460.80d. 345.601E9E8Soft clayc = 28 kPaa = 1Stiff clayc = 96 kPaa=0.50

Given: size of pile Cohesion Aplha To find: End bearing capacity Skin friction

A 0.30-m square prestressed concrete pile is to be driven in a clayey soil as shown in figure. Use alpha method with a factor of safety of 2.00. Which of the following is the end bearing capacity of the pile, in kN, if Nc = 9? a. 100.44 b. 50.22 C. 22.68 d. 77.26 Which of the following gives the skin friction expected to develop along the shaft of the pile in KN? a. 662.40 b. 614.40 C. 460.80 d. 345.60 1 E E 8 Soft clay c = 28 kPa a = 1 Stiff clay c = 96 kPa a=0.50

A 0.30-m square prestressed concrete pile is to be driven in a clayey soil as shown in figure. Use alpha method with a factor of safety of 2.00. Which of the following is the end bearing capacity of the pile, in kN, if Nc = 9? a. 100.44 b. 50.22 C. 22.68 d. 77.26 Which of the following gives the skin friction expected to develop along the shaft of the pile in KN? a. 662.40 b. 614.40 C. 460.80 d. 345.60 1 E E 8 Soft clay c = 28 kPa a = 1 Stiff clay c = 96 kPa a=0.50

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 12.5P: A 400 mm 400 mm square precast concrete pile of 15 m length is driven into a sand where = 18.0...

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