Problem 6:A cut slope is to bemade as shown in thefigure with the respectiveshear strength parameters:0 = 29°B = 50°$ = 10°Unit weight of soil is16 kN/m3%3D3.0 mFailureplaneSoil cohesion = 25 kPaHeight of slope = 3 m%3DDetermine the factorof safety against sliding.

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Problem 6: A cut slope is to be made as shown in the B figure with the respective shear strength parameters: C 0 = 29° B = 50° 0 = 10° Unit weight of soil is 16 kN/m3 3.0 m Failure plane Soil cohesion = 25 kPa Height of slope = 3 m Determine the factor of safety against sliding.

Problem 6: A cut slope is to be made as shown in the B figure with the respective shear strength parameters: C 0 = 29° B = 50° 0 = 10° Unit weight of soil is 16 kN/m3 3.0 m Failure plane Soil cohesion = 25 kPa Height of slope = 3 m Determine the factor of safety against sliding.

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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