g 30 KN (inclusive of helmet and dolly) is driven by a drop hammer weighing 40 KN and having an effective fall of 0.8 m. The average set per blow is 1.4 cm. The total temporary elastic compression is 1.8 cm. Assuming the co-efficient of restitution as 0.25 and a factor of safety of 2. Determine the ultimate bearing capacity and the allowable load f
g 30 KN (inclusive of helmet and dolly) is driven by a drop hammer weighing 40 KN and having an effective fall of 0.8 m. The average set per blow is 1.4 cm. The total temporary elastic compression is 1.8 cm. Assuming the co-efficient of restitution as 0.25 and a factor of safety of 2. Determine the ultimate bearing capacity and the allowable load f
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 18.9P: Determine the maximum load that can be allowed on a 500 mm diameter and 18 m long pile driven into a...
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A reinforced concrete pile weighing 30 KN (inclusive of helmet and dolly) is driven by a drop hammer weighing 40 KN and having an effective fall of 0.8 m. The average set per blow is 1.4 cm. The total temporary elastic compression is 1.8 cm. Assuming the co-efficient of restitution as 0.25 and a factor of safety of 2. Determine the ultimate bearing capacity and the allowable load for the pile.
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