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From the figure shown the soil has a unit weight of 28.5 kN/m^3 and the undrained shear strength cu = 20 kN/m^2. The slope makes an angle 62 degrees with the horizontal. Assume a stability number m = 0.1676

From the figure shown the soil has a unit weight of 28.5 kN/m^3 and the undrained shear strength cu = 20 kN/m^2. The slope makes an angle 62 degrees with the horizontal. Assume a stability number m = 0.1676

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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From the figure shown the soil has a unit weight of 28.5 kN/m^3 and the undrained shear strength cu = 20 kN/m^2. The slope makes an angle 62 degrees with the horizontal. Assume a stability number m = 0.1676
1. Compute the stability factor. 
a. 6.78
b. 6.7
c. 5.99
d. 5.01
2. Compute the maximum depth up to which the cut could be made. 
a. 5.18 m
b. 4.97 m
c. 4.20 m
d. 3.84 m
3. Compute angle that the failure plane makes with the horizontal if BC is 9 m. 
a. 22.32 degrees
b. 28.25 degrees
c. 21.05 degrees
d. 20.15 degrees

В 65° A
Transcribed Image Text:В 65° A
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