In the figure shown, the concrete dam is 16m high and 13m wide at the base. If the specific weight of the concrete is 23.544KN/m^3 and height of water in the upstream side is 15m, find the factor of safety against sliding, factor of safety against overturning, and the unit pressure on the foundation. Assume there is a hydrostatic uplift that varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe and that the coefficient of friction between the dam and the foundation is 0.50.
In the figure shown, the concrete dam is 16m high and 13m wide at the base. If the specific weight of the concrete is 23.544KN/m^3 and height of water in the upstream side is 15m, find the factor of safety against sliding, factor of safety against overturning, and the unit pressure on the foundation. Assume there is a hydrostatic uplift that varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe and that the coefficient of friction between the dam and the foundation is 0.50.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In the figure shown, the concrete dam is 16m high and 13m wide at the base. If the specific
weight of the concrete is 23.544KN/m^3 and height of water in the upstream side is 15m, find the
factor of safety against sliding, factor of safety against overturning, and the unit pressure on the
foundation. Assume there is a hydrostatic uplift that varies uniformly from full hydrostatic head at
the heel of the dam to zero at the toe and that the coefficient of friction between the dam and
the foundation is 0.50.
Transcribed Image Text:3m
2m
|16т
1.5m
2m
2.5m
7m
13m
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