Filtration, Pore Pressure, and Settling From Consolidation of an Ultra-High Dam
- 作者: Aniskin N.1, Rasskazov L.1, Yadgorov E.1
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隶属关系:
- National Research University “Moscow State University of Civil Engineering,”
- 期: 卷 50, 编号 6 (2017)
- 页面: 600-605
- 栏目: Article
- URL: https://journals.rcsi.science/1570-145X/article/view/245479
- DOI: https://doi.org/10.1007/s10749-017-0757-4
- ID: 245479
如何引用文章
详细
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.
作者简介
N. Aniskin
National Research University “Moscow State University of Civil Engineering,”
编辑信件的主要联系方式.
Email: nikolai_aniskin@mail.ru
俄罗斯联邦, Moscow
L. Rasskazov
National Research University “Moscow State University of Civil Engineering,”
Email: nikolai_aniskin@mail.ru
俄罗斯联邦, Moscow
E. Yadgorov
National Research University “Moscow State University of Civil Engineering,”
Email: nikolai_aniskin@mail.ru
俄罗斯联邦, Moscow