A vertical retaining wall 5.8 meters high retains a horizontal backfill having the following properties: Void ratio = 0.72; Specific Gracvity = 2.65; Water Content = 27 %; Angle of internal Friction = 30°. Compute the magnitude of the active force in KN acting on the wall if the water table is on the ground surface which is on level with top of the wall.

A vertical retaining wall 5.8 meters high retains a horizontal backfill having the following properties: Void ratio = 0.72; Specific Gracvity = 2.65; Water Content = 27 %; Angle of internal Friction = 30°. Compute the magnitude of the active force in KN acting on the wall if the water table is on the ground surface which is on level with top of the wall.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter12: Lateral Earth Pressure

Section: Chapter Questions

Problem 12.12P

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