A 4.5m square foundation exerts a uniform pressure of 200kPa on a soil. Determine (i) The vertical stress increments due to the foundation load to a depth of 10 m below its center and (ii) The vertical stress increment at a point 3m below the foundation and 4m from its center along one of the axes of symmetry.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 6.6P: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...
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A 4.5m square foundation exerts a uniform pressure of 200kPa
on a soil. Determine
(i) The vertical stress increments due to the foundation load to a
depth of 10 m below its center and
(ii) The vertical stress increment at a point 3m below the
foundation and 4m from its center along one of the axes of
symmetry.

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