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A cut is to be made in pure clay having cohesion of 40 kN/m². The unit weight of soil is 20 kN/m³. Side slope of cut is 1.5H: 1V. Taylor's stability number for the given side slope is 0.17. To provide a safety factor of 1.5, the maximum depth (in meters) for the cut is

A cut is to be made in pure clay having cohesion of 40 kN/m². The unit weight of soil is 20 kN/m³. Side slope of cut is 1.5H: 1V. Taylor's stability number for the given side slope is 0.17. To provide a safety factor of 1.5, the maximum depth (in meters) for the cut is

Structural Analysis
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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A cut is to be made in pure clay having cohesion of 40 kN/m². The unit weight of soil is 20 kN/m³. Side slope of cut is 1.5H: 1V. Taylor's stability number for the given side slope is 0.17. To provide a safety factor of 1.5, the maximum depth (in meters) for the cut is
Transcribed Image Text:A cut is to be made in pure clay having cohesion of 40 kN/m². The unit weight of soil is 20 kN/m³. Side slope of cut is 1.5H: 1V. Taylor's stability number for the given side slope is 0.17. To provide a safety factor of 1.5, the maximum depth (in meters) for the cut is
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