Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Subject : Geotechnical Engineering

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Calculate the combined settlement (81 + d2 + 83) of a single bored pile in a deep uniform clay layer with the
following characteristics:
Pile depth = 7 m, Pile diameter = 0.5 m, Epile = 15 GPa, Pile load = 120 kN, Yday = 18.5 kN/m³, cu (clay) = 35
kPa, Esoil = 3.8 MPa and Poisson's ratio of soil = 0.5.
%3D
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Transcribed Image Text:Calculate the combined settlement (81 + d2 + 83) of a single bored pile in a deep uniform clay layer with the following characteristics: Pile depth = 7 m, Pile diameter = 0.5 m, Epile = 15 GPa, Pile load = 120 kN, Yday = 18.5 kN/m³, cu (clay) = 35 kPa, Esoil = 3.8 MPa and Poisson's ratio of soil = 0.5. %3D
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