A cast-in-situ bored pile 0,50 mdiameter and 10 m deep is placed in apurely cohesive soil. If the cohesion ofthe soil is 4t/m² and adhesion betweenthe pile and the soil is half the valueof cohesion, then the ultimate bearingcapacity of the pile is given by

Capacity of Pile = End Bearing + Skin Friction Diameter of pile = 0.5m Length of pile = 10 m…

diameter and 10 m deep is placed in purely cohesive soil. If the cohesion the soil is 4t/m² and adhesion betwe the pile and the soil is half the valu of cohesion, then the ultimate bearing capacity of the pile is given by

diameter and 10 m deep is placed in purely cohesive soil. If the cohesion the soil is 4t/m² and adhesion betwe the pile and the soil is half the valu of cohesion, then the ultimate bearing capacity of the pile is given by

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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Question

A cast-in-situ bored pile 0,50 m
diameter and 10 m deep is placed in a
purely cohesive soil. If the cohesion of
the soil is 4t/m² and adhesion between
the pile and the soil is half the value
of cohesion, then the ultimate bearing
capacity of the pile is given by

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