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Calculate the combined settlement (81 + 82 + 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 %3D

Calculate the combined settlement (81 + 82 + 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 %3D

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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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
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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