A soil to be used as a foundation for a dam has a void ratio of 0.42 and G = 2.62. Evaluate the permissible exit gradient. Factor of safety equal to 5 should be taken.

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 soil to be used as a foundation for a dam has a void ratio of 0.42 and G = 2.62. Evaluate the
permissible exit gradient. Factor of safety equal to 5 should be taken.
Transcribed Image Text:A soil to be used as a foundation for a dam has a void ratio of 0.42 and G = 2.62. Evaluate the permissible exit gradient. Factor of safety equal to 5 should be taken.
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