A river 5 m deep consists of a sand bed with unit weight of 20 kN/m3. Y. = 9.81 kN/m3. The effective vertical stress at saturated 5 m from the top of sand bed is
A river 5 m deep consists of a sand bed with unit weight of 20 kN/m3. Y. = 9.81 kN/m3. The effective vertical stress at saturated 5 m from the top of sand bed is
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.9P
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