Email this article Filtration, Pore Pressure, and Settling From Consolidation of an Ultra-High Dam
- Authors: Aniskin N.A.1, Rasskazov L.N.1, Yadgorov E.K.1
-
Affiliations:
- National Research University “Moscow State University of Civil Engineering,”
- Issue: Vol 50, No 6 (2017)
- Pages: 600-605
- Section: Article
- URL: https://journals.rcsi.science/1570-145X/article/view/245479
- DOI: https://doi.org/10.1007/s10749-017-0757-4
- ID: 245479
Cite item
Open Access
Access granted
Subscription Access
Abstract
Field observations of rock-earth dams lead to a recommendation that problems of filtration through the clay core of a dam should be solved using principles of unsteady flow (the Poisson equation). In many ways, the resulting solution changes the concept of filtration flow through the core. Settling during the construction period is compensated by adding additional soil.
About the authors
N. A. Aniskin
National Research University “Moscow State University of Civil Engineering,”
Author for correspondence.
Email: nikolai_aniskin@mail.ru
Russian Federation, Moscow
L. N. Rasskazov
National Research University “Moscow State University of Civil Engineering,”
Email: nikolai_aniskin@mail.ru
Russian Federation, Moscow
E. Kh. Yadgorov
National Research University “Moscow State University of Civil Engineering,”
Email: nikolai_aniskin@mail.ru
Russian Federation, Moscow
