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A retaining wall of 10 m height retains sandy soil. The backfill void ratio and angle of internal friction are as follows: a) In loose state e = 0.7, ø= 300 b) In dense state e = 0.4, $= 40 If the specific gravity of the backfill sand = 2.7, compute the active and passive pressure in the case of loose and dense state.

A retaining wall of 10 m height retains sandy soil. The backfill void ratio and angle of internal friction are as follows: a) In loose state e = 0.7, ø= 300 b) In dense state e = 0.4, $= 40 If the specific gravity of the backfill sand = 2.7, compute the active and passive pressure in the case of loose and dense state.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A retaining wall of 10 m height retains sandy soil. The backfill void ratio and angle of internal friction are as follows: a) In loose state e = 0.7, ø= 300 b) In dense state e = 0.4, $= 40 If the specific gravity of the backfill sand = 2.7, compute the active and passive pressure in the case of loose and dense state.
Transcribed Image Text:A retaining wall of 10 m height retains sandy soil. The backfill void ratio and angle of internal friction are as follows: a) In loose state e = 0.7, ø= 300 b) In dense state e = 0.4, $= 40 If the specific gravity of the backfill sand = 2.7, compute the active and passive pressure in the case of loose and dense state.
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