SITUATION. A smooth, vertical wall retains a 7-m high granular backfill with the ground level being horizontal. The water table lies at a depth of 3 m from the top. The friction angle of the backfill is 32°. The bulk and saturated unit weight of the soil are 16.5 kN/m3 and 18.0 kN/m3 respectively. (Assuming the soil is in active state) What is the active earth coefficient? 0.703 0.307 3.255 1.422

SITUATION. A smooth, vertical wall retains a 7-m high granular backfill with the ground level being horizontal. The water table lies at a depth of 3 m from the top. The friction angle of the backfill is 32°. The bulk and saturated unit weight of the soil are 16.5 kN/m3 and 18.0 kN/m3 respectively. (Assuming the soil is in active state) What is the active earth coefficient? 0.703 0.307 3.255 1.422

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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