SITUATION. Given a 9 m cut slope is shown, with a unit weight of soil is 17kN/m3. Friction angle and cohesion along the rock surface are 20 degrees and 24 kPa respectively. The slope makes an angle of 30 degrees from horizontal and the failure plane is at 15 degrees. Determine the force tending to cause sliding.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter15: Slope Stability
Section: Chapter Questions
Problem 15.28P
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SITUATION. (Continuation)
Determine the developed frictional force along the failure plane.
O 130.84
O 484.11
O 225.55
O 834.56
Transcribed Image Text:SITUATION. (Continuation) Determine the developed frictional force along the failure plane. O 130.84 O 484.11 O 225.55 O 834.56
SITUATION. Given a 9 m cut slope is shown, with a unit weight of soil is 17KN/m3. Friction
angle and cohesion along the rock surface are 20 degrees and 24 kPa respectively. The slope
makes an angle of 30 degrees from horizontal and the failure plane is at 15 degrees.
Determine the force tending to cause sliding.
O 1318.67
O 356.40
O 709.66
965.40
Transcribed Image Text:SITUATION. Given a 9 m cut slope is shown, with a unit weight of soil is 17KN/m3. Friction angle and cohesion along the rock surface are 20 degrees and 24 kPa respectively. The slope makes an angle of 30 degrees from horizontal and the failure plane is at 15 degrees. Determine the force tending to cause sliding. O 1318.67 O 356.40 O 709.66 965.40
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