• Example: 32/2 A reinforced concrete pile 30ft long and 15 inches diameter is embedded in a saturated clay of very stiff consistency. Laboratory tests on samples of undisturbed soil gave an average undrained cohesive strength c 2500 lb/ft². Determine the net pullout capacity and the allowable pullout load with F, =3. Take, alpha=0.37

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 12.14P
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PILE FOUNDATIONS
Example: 32/2
A reinforced concrete pile 30ft long and 15 inches
diameter is embedded in a saturated clay of very stiff
consistency. Laboratory tests on samples of undisturbed
soil gave an average undrained cohesive strength c
2500 lb/ft². Determine the net pullout capacity and the
allowable pullout load with F, =3.
Take, alpha = 0.37
Transcribed Image Text:PILE FOUNDATIONS Example: 32/2 A reinforced concrete pile 30ft long and 15 inches diameter is embedded in a saturated clay of very stiff consistency. Laboratory tests on samples of undisturbed soil gave an average undrained cohesive strength c 2500 lb/ft². Determine the net pullout capacity and the allowable pullout load with F, =3. Take, alpha = 0.37
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