A concrete dam retaining water is shown in the figure. If the specific weight of concrete is 23.5 kN/m. Assume hydrostatic uplift varies uniformly from full hydrostatic pressure at the heel of the dam to zero at the toe and that the coefficient of friction between the dam and the foundation is 0.55. Find the factor of safety against overturning. -4.0 3.0 12.0 11.0 12.0

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
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O 7.51
O 3.72
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Transcribed Image Text:O 7.51 O 3.72 1.75 2.73 O O
A concrete dam retaining water is shown in the figure. If the specific weight of concrete is 23.5
kN/m. Assume hydrostatic uplift varies uniformly from full hydrostatic pressure at the heel of
the dam to zero at the toe and that the coefficient of friction between the dam and the
foundation is 0.55.
Find the factor of safety against overturning.
-4.0-
3.0
12.0
11.0
12.0
Zoom image
1\
Transcribed Image Text:A concrete dam retaining water is shown in the figure. If the specific weight of concrete is 23.5 kN/m. Assume hydrostatic uplift varies uniformly from full hydrostatic pressure at the heel of the dam to zero at the toe and that the coefficient of friction between the dam and the foundation is 0.55. Find the factor of safety against overturning. -4.0- 3.0 12.0 11.0 12.0 Zoom image 1\
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