电邮这篇文章 Variation in the Seepage Uplift Pressure on a Concrete Gravity Dam Upon Opening of the Joint and Decompaction of the Rock Foundation
- 作者: Tolstikov V.V.1
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隶属关系:
- Moscow State (National Research) University of Civil Engineering
- 期: 卷 53, 编号 2 (2019)
- 页面: 147-154
- 栏目: Article
- URL: https://journal-vniispk.ru/1570-145X/article/view/246424
- DOI: https://doi.org/10.1007/s10749-019-01052-6
- ID: 246424
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详细
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.
作者简介
V. Tolstikov
Moscow State (National Research) University of Civil Engineering
编辑信件的主要联系方式.
Email: victor_tolstikov@mail.ru
俄罗斯联邦, Moscow
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