Situation 2 The water table in an 8 m thick silty sand deposit lies at a depth 3 m below the ground level. The entire soil above the water table is saturated by capillary water and the saturated unit weight is 18.8 kN/m³. 7. Calculate the effective stress at the ground surface in kPa. C. 14.72 D. 0 8. A. B. 29.43 7.36 Calculate the effective stress at the water table. A. 26.97 B. 85.83 C. 0 D. 56.40

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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solve situation 2

Situation 2
The water table in an 8 m thick silty sand deposit lies at a depth 3 m below the ground level. The entire soil
above the water table is saturated by capillary water and the saturated unit weight is 18.8 kN/m³.
7. Calculate the effective stress at the ground surface in kPa.
C. 14.72
D. 0
8.
A.
B.
29.43
7.36
Calculate the effective stress at the water table.
A. 26.97
B.
85.83
C. 0
D. 56.40
Transcribed Image Text:Situation 2 The water table in an 8 m thick silty sand deposit lies at a depth 3 m below the ground level. The entire soil above the water table is saturated by capillary water and the saturated unit weight is 18.8 kN/m³. 7. Calculate the effective stress at the ground surface in kPa. C. 14.72 D. 0 8. A. B. 29.43 7.36 Calculate the effective stress at the water table. A. 26.97 B. 85.83 C. 0 D. 56.40
9. Calculate the effective stress at the bottom.
A. 71.92
B.
101.35
C. 228.88
D. 199.45
Transcribed Image Text:9. Calculate the effective stress at the bottom. A. 71.92 B. 101.35 C. 228.88 D. 199.45
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