Calculate the change in total vertical normal stress(σ)and in effective stress(σ′)at a depth of10 m. in a saturated clay layer if the water table is dropped from the ground surface to a depth of20 m. below the ground surface. The clay has a water content of35%, S=100%andGs=2.75. Assume that no change in degree of saturation or water content occurs when the water table is lowered. Please type answer no write by hend.
Calculate the change in total vertical normal stress(σ)and in effective stress(σ′)at a depth of10 m. in a saturated clay layer if the water table is dropped from the ground surface to a depth of20 m. below the ground surface. The clay has a water content of35%, S=100%andGs=2.75. Assume that no change in degree of saturation or water content occurs when the water table is lowered. Please type answer no write by hend.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the change in total vertical normal stress(σ)and in effective stress(σ′)at a depth of10 m. in a saturated clay layer if the water table is dropped from the ground surface to a depth of20 m. below the ground surface. The clay has a water content of35%, S=100%andGs=2.75. Assume that no change in degree of saturation or water content occurs when the water table is lowered.
Please type answer no write by hend.
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