i Example 23.7. ihrough a soil having the following characteristics: c = 14 kN/m; = 15° e = 0.8 and G = 2.70. The slope of banks is 1 in 1. Calculate the factor of safety with respect to cohesion when the canal runs full. If it is suddenly and completely emptied, what will be the factor of safety ? A new canal is excavated to a depth of 5 m below ground level, %3D

i Example 23.7. ihrough a soil having the following characteristics: c = 14 kN/m; = 15° e = 0.8 and G = 2.70. The slope of banks is 1 in 1. Calculate the factor of safety with respect to cohesion when the canal runs full. If it is suddenly and completely emptied, what will be the factor of safety ? A new canal is excavated to a depth of 5 m below ground level, %3D

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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