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A sand layer lay over a clay stratum is 5 m in depth, as shown below. The water is 2.5 m below ground level and the suction capacity of dry sand is known to be zero. The effective stress on the top of the clay layer will be kN/m2. [Take Ysat = 18 kN/m3, Ydry = 12 kN/m3 and %3D Yw =D10KN/m³] %3D 2.5 m Dry Sand GWT 2.5 m Saturated Sand Clay

A sand layer lay over a clay stratum is 5 m in depth, as shown below. The water is 2.5 m below ground level and the suction capacity of dry sand is known to be zero. The effective stress on the top of the clay layer will be kN/m2. [Take Ysat = 18 kN/m3, Ydry = 12 kN/m3 and %3D Yw =D10KN/m³] %3D 2.5 m Dry Sand GWT 2.5 m Saturated Sand Clay

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 sand layer lay over a clay stratum is 5 m in depth, as shown below. The water is 2.5 m below ground level and the suction capacity of dry sand is known to be zero. The effective stress on the top of the clay layer will be kN/m2. [Take Ysat = 18 kN/m3, = 12 kN/m3 and Yary %3D Yw = 10 kN/m3] 2.5 m Dry Sand GWT 2.5 m Saturated Sand Clay /-
Transcribed Image Text:A sand layer lay over a clay stratum is 5 m in depth, as shown below. The water is 2.5 m below ground level and the suction capacity of dry sand is known to be zero. The effective stress on the top of the clay layer will be kN/m2. [Take Ysat = 18 kN/m3, = 12 kN/m3 and Yary %3D Yw = 10 kN/m3] 2.5 m Dry Sand GWT 2.5 m Saturated Sand Clay /-
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