A 2.5m thick fill is to be placed on a site underlain by medium clay. Given are the following: Yriu = 20 kN/m³ Ysat (clay) = 16.5 kN/m³ If the final effective vertical stress at a point A located in the soil 6m below the fill = 75 kN/m, compute the initial effective vertical stress at point A.
A 2.5m thick fill is to be placed on a site underlain by medium clay. Given are the following: Yriu = 20 kN/m³ Ysat (clay) = 16.5 kN/m³ If the final effective vertical stress at a point A located in the soil 6m below the fill = 75 kN/m, compute the initial effective vertical stress at point A.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.12P
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