A soil profile shown has a zone of capillary rise in the sand overlying the clay. In this zone, the average degree of saturation is 60% with a moist unit weight of 17.6 kN/cu.m. a. Compute the effective stress inside the capillary zone at a depth of 3.0 m Ground surface Dry Sand Yary 16.50 kN/m 3m below the ground surface. 3.9 m b. Compute the effective stress at a depth of 3.9 m below the ground. Sand B 0.9 m 6.9 m Y=176 kN/m Huter table Clay С. Compute the effective stress at C. Yrar=18.08 kN/m 3m

A soil profile shown has a zone of capillary rise in the sand overlying the clay. In this zone, the average degree of saturation is 60% with a moist unit weight of 17.6 kN/cu.m. a. Compute the effective stress inside the capillary zone at a depth of 3.0 m Ground surface Dry Sand Yary 16.50 kN/m 3m below the ground surface. 3.9 m b. Compute the effective stress at a depth of 3.9 m below the ground. Sand B 0.9 m 6.9 m Y=176 kN/m Huter table Clay С. Compute the effective stress at C. Yrar=18.08 kN/m 3m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.8P

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