factor of safety fos. For the given failure surface of the soil, the unit weight for both the soil A and B is 19 kN/m³.OR = 10 mA60°20⁰Soil BR = 10 mSoil ABCThe shear parameters are:-Soil A: c=23 kN/m², $ = 0°Soil B: c=36 kN/m², p = 0°Calculate the factor of safety in terms of total stress when tangential force is given as 300 kN per unit length.

Given data- Failure surface of the soil is shown in figure- Unit weight of both soils = 19 kN/m3,…

For the given failure surface of the soil, the unit weight for both the soil A and B is 19 kN/m³. O R = 10 m A 60° 20° Soil B R = 10 m Soil A B The shear parameters are:- Soil A: c=23 kN/m², p = 0° Soil B: c=36 kN/m², p = 0° Calculate the factor of safety in terms of total stress when tangential force is given as 300 kN per unit length.

For the given failure surface of the soil, the unit weight for both the soil A and B is 19 kN/m³. O R = 10 m A 60° 20° Soil B R = 10 m Soil A B The shear parameters are:- Soil A: c=23 kN/m², p = 0° Soil B: c=36 kN/m², p = 0° Calculate the factor of safety in terms of total stress when tangential force is given as 300 kN per unit length.

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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