Q-A precast concrete pile is driven with a 50 kN hammer falling through a height of 1.0 m with an efficiency of 0.6. The set value observed is 4 mm per blow and the combined temporary compression of the pile, cushion and the ground is 6 mm. As per Modified Hiley Formula, find the ultimate resistance of the pile.

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 12.12P
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Q- A precast concrete pile is driven with a 50 KN hammer falling
through a height of 1.0 m with an efficiency of 0.6. The set value
observed is 4 mm per blow and the combined temporary
compression of the pile, cushion and the ground is 6 mm. As per
Modified Hiley Formula, find the ultimate resistance of the pile.
Transcribed Image Text:Q- A precast concrete pile is driven with a 50 KN hammer falling through a height of 1.0 m with an efficiency of 0.6. The set value observed is 4 mm per blow and the combined temporary compression of the pile, cushion and the ground is 6 mm. As per Modified Hiley Formula, find the ultimate resistance of the pile.
Q- A precast concrete pile is driven with a 50 KN hammer falling
through a height of 1.0 m with an efficiency of 0.6. The set value
observed is 4 mm per blow and the combined temporary
compression of the pile, cushion and the ground is 6 mm. As per
Modified Hiley Formula, find the ultimate resistance of the pile.
Transcribed Image Text:Q- A precast concrete pile is driven with a 50 KN hammer falling through a height of 1.0 m with an efficiency of 0.6. The set value observed is 4 mm per blow and the combined temporary compression of the pile, cushion and the ground is 6 mm. As per Modified Hiley Formula, find the ultimate resistance of the pile.
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