i need the answer quickly For the following questions, calculate and then choose the right answer.1) Calculate the increased stress at the depth of 5 m underneath the base of the footing by usingthe approximate method. If the column load (P = 1000 KN) which supported by the shownsquare footing of width = 3.0 m. (*G.S3.0-Sand Deposited2) Calculate the elastic settlement for the shown square footing with a width = 3.00 m. The valueof column load (P=2000 KN) which supported by this footing. Assume that the footing is rigid andthe. properties of sand deposits as a semi-infinite elastic are: E, = 60 MPa and u, = 0.3, I = 0.82respectively. (*Sand Deposited

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1) Calculate the increased stress at the depth of 5 m underneath the base of the footing by using the approximate method. If the column load (P = 1000 KN) which supported by the shown square footing of width = 3.0 m. (" G.S - 3.0- Sand Deposited P.

1) Calculate the increased stress at the depth of 5 m underneath the base of the footing by using the approximate method. If the column load (P = 1000 KN) which supported by the shown square footing of width = 3.0 m. (" G.S - 3.0- Sand Deposited P.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter17: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 17.2P: A 3 m 4 m footing, founded at 2 m depth in a clay, applies a net pressure of 200 kN/m2. The bed...

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