Homeworks Backfil d 3.1 Four layers soil „for each 2.0 m 3.0m 7,- 14 kN/m stratum: z, =2m, y=14kN / m, 2,=lm, y=16kN/ m² , Z3=2m, 7 =17KN/m 2,-5m, 7 =22KN/m' .Below the fourth layer there is permable T-16 kN/m water table Tw9.8 kN/m 3.0 m sand Tat =17 kN/m sand soil. Cay Calculate: (i)total stress o ,pore water pressure u and effective stress o' (ii) plot distribution of stresses 5.0 m T22 kN/m' sand

Homeworks Backfil d 3.1 Four layers soil „for each 2.0 m 3.0m 7,- 14 kN/m stratum: z, =2m, y=14kN / m, 2,=lm, y=16kN/ m² , Z3=2m, 7 =17KN/m 2,-5m, 7 =22KN/m' .Below the fourth layer there is permable T-16 kN/m water table Tw9.8 kN/m 3.0 m sand Tat =17 kN/m sand soil. Cay Calculate: (i)total stress o ,pore water pressure u and effective stress o' (ii) plot distribution of stresses 5.0 m T22 kN/m' sand

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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Problem .,
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