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7 Following data were obtained from the stability analysis of a concrete gravity dam. Total overturning moment about toe 1 x 106 kN-m 2
7 Following data were obtained from the stability analysis of a concrete gravity dam. Total overturning moment about toe 1 x 106 kN-m 2 x 106 kN-m 50000 KN 1 (ii) Total resiting moment about toe (iii) Total vertical force about base (iv) Base width of the dam 50 m (v) Slope of the d/s face 0.8 (H) : 1(V) Calculate the maximum and minimum vertical stress to which the foundation will be subjected to. What is the maximum principal stress to toe? Assume there is no tail water. = = =
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Cost Management A Strategic Emphasis
Authors: Edward Blocher, David F. Stout, Paul Juras, Steven Smith
8th Edition
1259917029, 978-1259917028
