Question 07 With reference to figure given below, Calculate elastic settlement at the corner of the rigid foundtion. Assume that a net pressure of 145 KN/m2 is exerted by the foundation. Foundation 2.7 m * 1.8 m* 9 m Es = 12000 KN/m? H. = 0.3 Es= 7500 KN/m² H. = 0.3 Es= 10200 KN/m2 L. = 0.3 Rock 2.0m 3.0m 4.0m 0.9m

Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781305081550
Author:Braja M. Das
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Chapter15: Braced Cuts
Section: Chapter Questions
Problem 15.6P
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Subject: ( Geotechnical and foundation engineering )

Question 07
With reference to figure given below, Calculate elastic settlement at the corner of
the rigid foundtion. Assume that a net pressure of 145 KN/m2 is exerted by the
foundation.
Foundation
2.7 m * 1.8 m * 9 m
Es = 12000 KN/m²
u. = 0.3
Es = 7500 KN/m²
Es = 10200 KN/m²
= 0.3
Rock
2.0m 3.0m 4.0m 0.9m
Transcribed Image Text:Question 07 With reference to figure given below, Calculate elastic settlement at the corner of the rigid foundtion. Assume that a net pressure of 145 KN/m2 is exerted by the foundation. Foundation 2.7 m * 1.8 m * 9 m Es = 12000 KN/m² u. = 0.3 Es = 7500 KN/m² Es = 10200 KN/m² = 0.3 Rock 2.0m 3.0m 4.0m 0.9m
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