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A closed end precast concrete pile with a diameter (Dp) of 0.5 m is driven into a uniform sand deposit. The sand has a saturated unit weight, Ysat, of 17 kN/m² and a drained friction angle o' of 35°. Groundwater table is at the ground surface. Determine qp for the pile when the toe is driven to 4 m(L1), and 5 m(L2) below ground surface.

A closed end precast concrete pile with a diameter (Dp) of 0.5 m is driven into a uniform sand deposit. The sand has a saturated unit weight, Ysat, of 17 kN/m² and a drained friction angle o' of 35°. Groundwater table is at the ground surface. Determine qp for the pile when the toe is driven to 4 m(L1), and 5 m(L2) below ground surface.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A closed end precast concrete pile with a diameter (Dp) of 0.5 m is driven into a uniform sand deposit. The sand has a saturated unit weight, Ysat, of 17 kN/m² and a drained friction angle o' of 35°. Groundwater table is at the ground surface. Determine qp for the pile when the toe is driven to 4 m(L1), and 5 m(L2) below ground surface.
Transcribed Image Text:A closed end precast concrete pile with a diameter (Dp) of 0.5 m is driven into a uniform sand deposit. The sand has a saturated unit weight, Ysat, of 17 kN/m² and a drained friction angle o' of 35°. Groundwater table is at the ground surface. Determine qp for the pile when the toe is driven to 4 m(L1), and 5 m(L2) below ground surface.
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