The height of a right-triangle shaped concrete gravity dam is 60 m with the 3 specific weight is 2.4 t/m . The upstream face of the dam is vertical as shown. The reservoir is full, there is pore water pressure, there is no tail water. The dam is also subjected to the earthquake forces with k= kh=kv= 0.22 coefficient. The fricition coefficient is 0.82. Schematically show all the forces acting on the dam body. Carry out the overturning stability analysis. Carry out the sliding stability analysis.
The height of a right-triangle shaped concrete gravity dam is 60 m with the 3 specific weight is 2.4 t/m . The upstream face of the dam is vertical as shown. The reservoir is full, there is pore water pressure, there is no tail water. The dam is also subjected to the earthquake forces with k= kh=kv= 0.22 coefficient. The fricition coefficient is 0.82. Schematically show all the forces acting on the dam body. Carry out the overturning stability analysis. Carry out the sliding stability analysis.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The height of a right-triangle shaped concrete gravity dam is 60 m with the
3
specific weight is 2.4 t/m . The upstream face of the dam is vertical as shown.
The reservoir is full, there is pore water pressure, there is no tail water. The dam is also subjected to the earthquake forces with k= kh=kv= 0.22 coefficient. The fricition coefficient is 0.82.
-
Schematically show all the forces acting on the dam body.
-
Carry out the overturning stability analysis.
-
Carry out the sliding stability analysis.
Transcribed Image Text:1.5
1
60 m
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