If the soil profile is constructed with a rigid footing of 1.2 m x 1.2 m. It will carry a total vertical load of 1200 kN. If the influence factor is 0.89, compute the immediate settlement of the 1.2 m footing if the Poisson's ratio of the soil is 0.36 and the modulus of elasticity of the soil is 16,100 kPa.

If the soil profile is constructed with a rigid footing of 1.2 m x 1.2 m. It will carry a total vertical load of 1200 kN. If the influence factor is 0.89, compute the immediate settlement of the 1.2 m footing if the Poisson's ratio of the soil is 0.36 and the modulus of elasticity of the soil is 16,100 kPa.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 9.5P

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