Given the cantilever gravity retaining wallsupporting a backfill of coarse-grainedsoil as shown.Note: Neglect the passive force and theweight of the soil in front of the wall.1.0 m0.5 m1.8 m9, = 20 kPamoment in kN-m.in kN-m.8°Ysat =%= 25°kN/m³BackfillDrainage blanketY = 23.5 kN/m³-3 m2) Calculate the total overturning1) Determine the location of theresultant active force from the toe in m.6.1 m0.9 m3) Determine the total righting moment4) Calculate the Factor of Safety againstoverturning in kN-m.

Answered: Given the cantilever gravity retaining…

Given the cantilever gravity retaining wall supporting a backfill of coarse-grained soil as shown. Note: Neglect the passive force and the weight of the soil in front of the wall.

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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