Email this article Variation in the Seepage Uplift Pressure on a Concrete Gravity Dam Upon Opening of the Joint and Decompaction of the Rock Foundation
- Authors: Tolstikov V.V.1
-
Affiliations:
- Moscow State (National Research) University of Civil Engineering
- Issue: Vol 53, No 2 (2019)
- Pages: 147-154
- Section: Article
- URL: https://journal-vniispk.ru/1570-145X/article/view/246424
- DOI: https://doi.org/10.1007/s10749-019-01052-6
- ID: 246424
Cite item
Open Access
Access granted
Subscription Access
Abstract
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.
About the authors
V. V. Tolstikov
Moscow State (National Research) University of Civil Engineering
Author for correspondence.
Email: victor_tolstikov@mail.ru
Russian Federation, Moscow
Supplementary files
