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
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.18P
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