Enviar artigo por via de e-mail Variation in the Seepage Uplift Pressure on a Concrete Gravity Dam Upon Opening of the Joint and Decompaction of the Rock Foundation
- Autores: Tolstikov V.V.1
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Afiliações:
- Moscow State (National Research) University of Civil Engineering
- Edição: Volume 53, Nº 2 (2019)
- Páginas: 147-154
- Seção: Article
- URL: https://journals.rcsi.science/1570-145X/article/view/246424
- DOI: https://doi.org/10.1007/s10749-019-01052-6
- ID: 246424
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Resumo
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.
Sobre autores
V. Tolstikov
Moscow State (National Research) University of Civil Engineering
Autor responsável pela correspondência
Email: victor_tolstikov@mail.ru
Rússia, Moscow
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