3. | Calculate the change in total vertical normal stress (o) and in effective stress (6') au a depth of 10 feet in a saturated clay layer if the water table is dropped from the ground surface to a depth of 20 feet below the ground surface. The clay has a water content of 35%, S = 100% and G, = 2.75. Assume that no change in degree of saturation or water content occurs when the water table is lowered. Take into account the capillary stresses generated.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3.
| Calculate the change in total vertical normal stress (o) and in effective stress
(o) ai a depth of 10 feet in a saturated clay layer if the water table is dropped from the
ground surface to a depth of 20 feet below the ground surface. The clay has a water
content of 35%, S = 100% and G, = 2.75. Assume that no change in degree of saturation
or water content occurs when the water table is lowered. Take into account the capillary
stresses generated.
Transcribed Image Text:3. | Calculate the change in total vertical normal stress (o) and in effective stress (o) ai a depth of 10 feet in a saturated clay layer if the water table is dropped from the ground surface to a depth of 20 feet below the ground surface. The clay has a water content of 35%, S = 100% and G, = 2.75. Assume that no change in degree of saturation or water content occurs when the water table is lowered. Take into account the capillary stresses generated.
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