A reinforced cement concrete pile weighing 30 kN (including helmet and dolly) is driven by a drop hammer weighing 30 kN with an effective fall of 0.9 m. The average penetration per blow is 15 mm. The total temporary elastic compression of the pile, pile cap and soil may be taken as 18 mm. Coefficient of restitution is 0.36. The allowable load on the pile is (Assume factor of safety = 2 and use Modified Hiley's formula) %3D
A reinforced cement concrete pile weighing 30 kN (including helmet and dolly) is driven by a drop hammer weighing 30 kN with an effective fall of 0.9 m. The average penetration per blow is 15 mm. The total temporary elastic compression of the pile, pile cap and soil may be taken as 18 mm. Coefficient of restitution is 0.36. The allowable load on the pile is (Assume factor of safety = 2 and use Modified Hiley's formula) %3D
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 18.10P
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![A reinforced cement concrete pile weighing 30 kN (including helmet and dolly) is driven by a drop hammer
weighing 30 kN with an effective fall of 0.9 m. The average penetration per blow is 15 mm. The total
temporary elastic compression of the pile, pile cap and soil may be taken as 18 mm. Coefficient of
restitution is 0.36. The allowable load on the pile is
(Assume factor of safety = 2 and use Modified Hiley's formula)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F948241c4-ecae-4603-bb00-7a008deb1270%2F7b2433b0-4a23-4577-a961-75b4baf7f15d%2Fx547qku_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A reinforced cement concrete pile weighing 30 kN (including helmet and dolly) is driven by a drop hammer
weighing 30 kN with an effective fall of 0.9 m. The average penetration per blow is 15 mm. The total
temporary elastic compression of the pile, pile cap and soil may be taken as 18 mm. Coefficient of
restitution is 0.36. The allowable load on the pile is
(Assume factor of safety = 2 and use Modified Hiley's formula)
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