clay layer 12ft thick rests beneath a deposit of submerged sand 26ft thick. The top of the sand is located 10ft below the surface of a lake. The saturated unit weight of the sand is 125 lb /ft³ and of the clay layer is 117 lb /ft³. 1. Compute the total vertical pressure at the mid height of the clay layer. a. 4390psf b. 4577 psf c. 4963psf d. 4800psf 2. Compute the pore water pressure at the mid height of the clay a. 2659psf b.2620 psf c. 2668 psf d. 2680psf 3. Compute the effective vertical pressure at the mid height of the clay a. 1731psf b.1956 psf c. 2295psf d. 1273psf
clay layer 12ft thick rests beneath a deposit of submerged sand 26ft thick. The top of the sand is located 10ft below the surface of a lake. The saturated unit weight of the sand is 125 lb /ft³ and of the clay layer is 117 lb /ft³. 1. Compute the total vertical pressure at the mid height of the clay layer. a. 4390psf b. 4577 psf c. 4963psf d. 4800psf 2. Compute the pore water pressure at the mid height of the clay a. 2659psf b.2620 psf c. 2668 psf d. 2680psf 3. Compute the effective vertical pressure at the mid height of the clay a. 1731psf b.1956 psf c. 2295psf d. 1273psf
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.16P
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A clay layer 12ft thick rests beneath a deposit of submerged sand 26ft thick. The top of the sand is
located 10ft below the surface of a lake. The saturated unit weight of the sand is 125 lb /ft³ and of the
clay layer is 117 lb /ft³.
1. Compute the total vertical pressure at the mid height of the clay layer.
a. 4390psf b. 4577 psf c. 4963psf d. 4800psf
2. Compute the pore water pressure at the mid height of the clay
a. 2659psf b.2620 psf c. 2668 psf d. 2680psf
3. Compute the effective vertical pressure at the mid height of the clay
a. 1731psf b.1956 psf c. 2295psf d. 1273psf
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