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8. A 6 m thick homogeneous soil layer has dry unit weight of 16.1 kN/m3 and a saturated unit weight of 17.8 kN/m3. The water table is located 4 m below the ground surface. a. What is the effective stress at the bottom of the layer? b. What is the effective stress at the bottom of the layer if the water table goes up by 3 m?

8. A 6 m thick homogeneous soil layer has dry unit weight of 16.1 kN/m3 and a saturated unit weight of 17.8 kN/m3. The water table is located 4 m below the ground surface. a. What is the effective stress at the bottom of the layer? b. What is the effective stress at the bottom of the layer if the water table goes up by 3 m?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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8. A 6 m thick homogeneous soil layer has dry unit weight of 16.1 kN/m3 and a saturated unit weight of 17.8 kN/m3. The water table is located 4 m below the ground surface. a. What is the effective stress at the bottom of the layer? b. What is the effective stress at the bottom of the layer if the water table goes up by 3 m?
Transcribed Image Text:8. A 6 m thick homogeneous soil layer has dry unit weight of 16.1 kN/m3 and a saturated unit weight of 17.8 kN/m3. The water table is located 4 m below the ground surface. a. What is the effective stress at the bottom of the layer? b. What is the effective stress at the bottom of the layer if the water table goes up by 3 m?
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