A 9.0 m high MSE wall is constructed with sandy soil having a friction angle of 25 degrees and a total unit weight of 17.6 kN/m³. The wall rests on and retains soil having a friction angle of 20 degrees and a unit weight of 19.2 kN/m³. The minimum length of reinforcement is 70% of the height of the wall. The friction coefficient between the MSE wall material and the soil in the field is 0.414. a) What is the factor of safety against sliding? b) What is the factor of safety against overturning? c) If these factors are not adequate, what do you recommend?

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter15: Braced Cuts
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A 9.0 m high MSE wall is constructed with sandy soil having a friction angle of 25 degrees
and a total unit weight of 17.6 kN/m³. The wall rests on and retains soil having a friction
angle of 20 degrees and a unit weight of 19.2 kN/m³. The minimum length of
reinforcement is 70% of the height of the wall. The friction coefficient between the MSE wall
material and the soil in the field is 0.414.
a) What is the factor of safety against sliding?
b) What is the factor of safety against overturning?
c) If these factors are not adequate, what do you recommend?
Transcribed Image Text:A 9.0 m high MSE wall is constructed with sandy soil having a friction angle of 25 degrees and a total unit weight of 17.6 kN/m³. The wall rests on and retains soil having a friction angle of 20 degrees and a unit weight of 19.2 kN/m³. The minimum length of reinforcement is 70% of the height of the wall. The friction coefficient between the MSE wall material and the soil in the field is 0.414. a) What is the factor of safety against sliding? b) What is the factor of safety against overturning? c) If these factors are not adequate, what do you recommend?
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