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

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

Problem 1P

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