Net vertical force on a 50 m high dam is 50,000 kN. The base width and resistance of shear key are 40 m and 1500 kN/m respectively. Calculate the factor of safety against sliding, if μ = 0.8. Assume reservoir being full.
Net vertical force on a 50 m high dam is 50,000 kN. The base width and resistance of shear key are 40 m and 1500 kN/m respectively. Calculate the factor of safety against sliding, if μ = 0.8. Assume reservoir being full.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter14: Lateral Earth Pressure: Curved Failure Surface
Section: Chapter Questions
Problem 14.15P: The cross section of a braced cut supporting a sheet pile installation in a clay soil is shown in...
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