The soil profile shown consists of a layer of dry sand 4 m. thick which overlies a layer of clay having a thickness of 6 m. Ground water table is located at the interface of the sand and clay. Compute the effective stress at the bottom of the clay layer. Sand: G, 2.68; e = 0.40 = Clay; G = 2.72; e =0.90 Dry Sand G=2.68. <=0.40 4m 6m Clay Ground water table G2.72 0,90
The soil profile shown consists of a layer of dry sand 4 m. thick which overlies a layer of clay having a thickness of 6 m. Ground water table is located at the interface of the sand and clay. Compute the effective stress at the bottom of the clay layer. Sand: G, 2.68; e = 0.40 = Clay; G = 2.72; e =0.90 Dry Sand G=2.68. <=0.40 4m 6m Clay Ground water table G2.72 0,90
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer in three decimal places please
Transcribed Image Text:The soil profile shown consists of a layer of
dry sand 4 m. thick which overlies a layer of
clay having a thickness of 6 m. Ground water
table is located at the interface of the sand
and clay. Compute the effective stress at the
bottom of the clay layer.
Sand: G, = 2.68; e = 0.40
Clay; G = 2.72; e =0.90
Dry Sand
G=2.68.
<=0.40
4m
6m
Clay
Ground water table
A
G 2.72
0,90
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