Hint: uplift diagram will be triangular in shape since it was indicated that "hydrostatic uplift varies uniformly from full hydrostatic head at heel to zero at the toe of the dam"-this is for the computation of Area of the upliftI hope it helps In the figure shown, the concrete dam is 16m high and 13m wide at the base. If the specificweight of the concrete is 23.544KN/m³ and height of water in the upstream side is 15m, find thefactor of safety against sliding, factor of safety against overturning, and the unit pressure on thefoundation. Assume there is a hydrostatic uplift that varies uniformly from full hydrostatic head atthe heel of the dam to zero at the toe and that the coefficient of friction between the dam andthe foundation is 0.50.Зт2m16m1.5m2m2.5m7m13т

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Answered: factor of safety against sliding,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Hint: uplift diagram will be triangular in shape since it was indicated that "hydrostatic uplift varies uniformly from full hydrostatic head at heel to zero at the toe of the dam" -this is for the computation of Area of the uplift I hope it helps

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/m³ 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.
Зт
2m
16m
1.5m
2m
2.5m
7m
13т

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