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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.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
Transcribed Image Text: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.
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