A pile of 50 cm diameter is constructed in a dense sand of unit weight 19 kN/m³ upto a depth of 12 m. Take wall friction angle = 24° and coefficient of earth pressure = 1. The ultimate load carrying capacity of pile is kN, considering the arching effect of sand. {Ng = 78} %3D

A pile of 50 cm diameter is constructed in a dense sand of unit weight 19 kN/m³ upto a depth of 12 m. Take wall friction angle = 24° and coefficient of earth pressure = 1. The ultimate load carrying capacity of pile is kN, considering the arching effect of sand. {Ng = 78} %3D

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Sheet-pile Walls

Section: Chapter Questions

Problem 18.2P

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A pile of 50 cm diameter is constructed in a dense sand of
unit weight 19 kN/m³ upto a depth of 12 m. Take wall
friction angle = 24° and coefficient of earth pressure = 1.
The ultimate load carrying capacity of pile is
kN, considering the arching effect of sand. {Ng = 78}
%3D

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