A 450 slope has been excavated to a depth of 8m in saturated clay which has following properties; undrained cohesion and angle of shearing resistance are 60 kPa and Zero degrees, unit weight is 20kN/m3. Determine the factor of safety for the trial failure surface whose radius is 12 m and arc length is 18.84 m. The area of the trail wedge is 70 m2 and centre of gravity of the trail wedge is 4.5 m away from the centre of the failure surface. Consider standard value for unit weight of water.
A 450 slope has been excavated to a depth of 8m in saturated clay which has following properties; undrained cohesion and angle of shearing resistance are 60 kPa and Zero degrees, unit weight is 20kN/m3. Determine the factor of safety for the trial failure surface whose radius is 12 m and arc length is 18.84 m. The area of the trail wedge is 70 m2 and centre of gravity of the trail wedge is 4.5 m away from the centre of the failure surface. Consider standard value for unit weight of water.
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 13.28CTP
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A 450 slope has been excavated to a depth of 8m in saturated clay which has following properties; undrained cohesion and angle of shearing resistance are 60 kPa and Zero degrees, unit weight is 20kN/m3. Determine the factor of safety for the trial failure surface whose radius is 12 m and arc length is 18.84 m. The area of the trail wedge is 70 m2 and centre of gravity of the trail wedge is 4.5 m away from the centre of the failure surface. Consider standard value for unit weight of water.
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