Answered: SITUATION 13: A 0.30 m square…

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 18.14P: A steel pile (H-section; HP 360 1.491; see Table 18.1) is driven into a layer of sandstone The...

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SITUATION 13: A 0.30 m square prestressed concrete pile that is 10 m long is to be driven in a clayey soil
whose unconfined compressive strength is 115 kN/m³. The unit weight of clayey is 18 kN/m³. The pile has a
design capacity of 360 kN.
45. Which of the following most nearly gives the end bearing capacity of pile if Nc=9?
a. 25.63 Kn
b. 41.55 KN
c. 46.58 Kn
d. 18.65 Kn
46. Which of the following gives the skin friction capacity of pile if =0.76?
a. 583.29 Kn
b. 680.47 Kn
c. 501.65 Kn
d. 605.21 Kn
47. Which of the following most nearly gives the pile capacity if factor of safety is 2.0?
a. 420.5 Kn
b. 260.5 KN
c. 186.6 Kn
d. 363.5 Kn

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