Problem 6: A cut slope is to be made as shown in the B figure with the respective shear strength parameters: C 0 = 29° B = 50° 0 = 10° Unit weight of soil is 16 kN/m3 3.0 m Failure plane Soil cohesion = 25 kPa Height of slope = 3 m Determine the factor of safety against sliding.
Problem 6: A cut slope is to be made as shown in the B figure with the respective shear strength parameters: C 0 = 29° B = 50° 0 = 10° Unit weight of soil is 16 kN/m3 3.0 m Failure plane Soil cohesion = 25 kPa Height of slope = 3 m Determine the factor of safety against sliding.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter13: Slope Stability
Section: Chapter Questions
Problem 13.11P
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Question
![Problem 6:
A cut slope is to be
made as shown in the
figure with the respective
shear strength parameters:
0 = 29°
B = 50°
$ = 10°
Unit weight of soil is
16 kN/m3
%3D
3.0 m
Failure
plane
Soil cohesion = 25 kPa
Height of slope = 3 m
%3D
Determine the factor
of safety against sliding.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdbcd0306-cd14-4a26-872e-0eb4b6816229%2F776ccfd9-c145-40b0-b811-4d026ded9617%2F1g97u8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 6:
A cut slope is to be
made as shown in the
figure with the respective
shear strength parameters:
0 = 29°
B = 50°
$ = 10°
Unit weight of soil is
16 kN/m3
%3D
3.0 m
Failure
plane
Soil cohesion = 25 kPa
Height of slope = 3 m
%3D
Determine the factor
of safety against sliding.
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