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Past Year Questions: Design and Construction of Gravity Dams | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE) PDF Download

Q1: A concrete dam holds 10 m of static water as shown in the figure (not drawn to the scale). The uplift assumed to vary linearly from full hydrostatic head at the heel, to zero at the toe of dam. The coefficient of friction between the dam and foundation soil is 0.45. Specific weights of concrete and water are 24k N/m3 and 9.81k N/m3, respectively    [2020, Set-2]
Past Year Questions: Design and Construction of Gravity Dams | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)For NO sliding condition, the required minimum base width B (in m, round off to two decimal places) is __________.
Ans: 15 to 16
Sol: 
Past Year Questions: Design and Construction of Gravity Dams | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)μ = 0.45
γconc = 24k N/m3
Past Year Questions: Design and Construction of Gravity Dams | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

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