(a) Determine the allowable load-carrying capacity of the bored concrete pile for: embedded length = 8 m, and embedded length = 11 m. Take the diameter of the pile as 0.5m. (Answer Qall = 357 kN @8m and 573 kN @11m for FS = 3). %3D

Fundamentals of Geotechnical Engineering (MindTap Course List)
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ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.10P
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(a) Determine the allowable load-carrying capacity of the bored concrete
pile for: embedded length = 8 m, and embedded length = 11 m. Take the
diameter of the pile as 0.5m. (Answer Qall = 357 kN @8m and 573 kN
@11m for FS = 3).
FS
The factor of safety generally used ranges from 2.5 to 4, depending on
the uncertainties surrounding the calculation of ultimate load.
Depth
(m)
v = 20 kN/m3
p' = 30°
Ks = 1.0
Loose granular fill
y = 21 kN/m3
p' = 35°
Ks = 2.0
Dense gravel
7
v = 20 kN/m3
cu at 7.0 m = 120 kPa
cu at 8.0 m = 145 kPa
Glacial clay
cu at 11.0 m = 220 kPa, adhesion factor, a
= 0.6, Nc = 9
11
Transcribed Image Text:(a) Determine the allowable load-carrying capacity of the bored concrete pile for: embedded length = 8 m, and embedded length = 11 m. Take the diameter of the pile as 0.5m. (Answer Qall = 357 kN @8m and 573 kN @11m for FS = 3). FS The factor of safety generally used ranges from 2.5 to 4, depending on the uncertainties surrounding the calculation of ultimate load. Depth (m) v = 20 kN/m3 p' = 30° Ks = 1.0 Loose granular fill y = 21 kN/m3 p' = 35° Ks = 2.0 Dense gravel 7 v = 20 kN/m3 cu at 7.0 m = 120 kPa cu at 8.0 m = 145 kPa Glacial clay cu at 11.0 m = 220 kPa, adhesion factor, a = 0.6, Nc = 9 11
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