2. please give correct answerclay thick 12ft Problem 2. A clay layer thick rests beneath a deposit of submerged sand 26ft thick. The top of the sand islocated 10ft below the surface of a lake. The saturated unit weight of the sand is 125 lb /ft3 and of the claylayer is 117 Ib /ft³.1. Compute the total vertical pressure at the mid height of the clay layer.2. Compute the pore water pressure at the mid height of the clay layer.3. Compute the effective vertical pressure at the mid height of the clay layer.

solution Given a top of the sand is located 10ft below the surface of the lake saturated unit…

roblem 2. A clay layer thick rests beneath a deposit of submerged sand 26ft thick. The top of the sand is ocated 10ft below the surface of a lake. The saturated unit weight of the sand is 125 lb /ft and of the clay ayer is 117 lb /ft³. 1. Compute the total vertical pressure at the mid height of the clay layer. 2. Compute the pore water pressure at the mid height of the clay layer. 3. Compute the effective vertical pressure at the mid height of the clay layer.

roblem 2. A clay layer thick rests beneath a deposit of submerged sand 26ft thick. The top of the sand is ocated 10ft below the surface of a lake. The saturated unit weight of the sand is 125 lb /ft and of the clay ayer is 117 lb /ft³. 1. Compute the total vertical pressure at the mid height of the clay layer. 2. Compute the pore water pressure at the mid height of the clay layer. 3. Compute the effective vertical pressure at the mid height of the clay layer.

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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