A rectangular footing 3m x 2m exerts a pressure of 100kN/m2on a cohesive soil Es= 5x104 kN/m2and µ = 0.5. Estimate the immediatesettlement at the centre, assuming(a) the footing is flexible (b) the footing is rigid (ii) Write about influence of water table in determination of bearing capacity.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.1P: Refer to the rectangular combined footing in Figure 10.1, with Q1 = 100 kip and Q2 = 150 kip. The...
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A rectangular footing 3m x 2m exerts a pressure of 100kN/m2
on a cohesive soil Es= 5x104 kN/m2
and µ = 0.5. Estimate the immediate
settlement at the centre, assuming
(a) the footing is flexible 
(b) the footing is rigid 
(ii) Write about influence of water table in determination of bearing capacity.

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