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A platform for research: civil engineering, architecture and urbanism
Variation in the Seepage Uplift Pressure on a Concrete Gravity Dam Upon Opening of the Joint and Decompaction of the Rock Foundation
A FEM method for and the results of solving the coupled static and seepage problems for a concrete gravity dam on a block rock foundation are presented. The change in the permeability of the foundation due to the opening of cracks and joints and subdrainage is taken into account.
Variation in the Seepage Uplift Pressure on a Concrete Gravity Dam Upon Opening of the Joint and Decompaction of the Rock Foundation
A FEM method for and the results of solving the coupled static and seepage problems for a concrete gravity dam on a block rock foundation are presented. The change in the permeability of the foundation due to the opening of cracks and joints and subdrainage is taken into account.
Variation in the Seepage Uplift Pressure on a Concrete Gravity Dam Upon Opening of the Joint and Decompaction of the Rock Foundation
Tolstikov, V. V. (author)
2019
Article (Journal)
Electronic Resource
English
BKL:
56.30
Wasserbau
/
56.30$jWasserbau
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