Seepage and Pore Pressure in the Core of a Earth-and-Rockfill Dam

被引：6
作者：
Aniskin N.A. [1 ]
Rasskazov L.N. [1 ]
Yadgorov E.K. [1 ]
机构：
[1] Moscow State University of Civil Engineering, Moscow
来源：
Power Technology and Engineering | 2016年 / 50卷 / 4期
关键词：
non-steady-state seepage; permeability; pore pressure dissipation; sensor;
D O I：
10.1007/s10749-016-0717-4
中图分类号：
学科分类号：
摘要：
A numerical solution to the anisotropic seepage problem for an earth dam is examined. Results are presented for solution of the problem and analysis of the stability of an earth dam slope with due regard for the influence seepage anisotropy. © 2016, Springer Science+Business Media New York.
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收藏
页码：378 / 384
页数：6
相关论文
共 8 条
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  • [2] Rasskazov L.N., Yadgorov E.K., Burenkov “Pore pressure dissipation in the core of the Nurek dam,” Gidrotekh, Stroit., 12, pp. 59-64, (2015)
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  • [8] Rasskazov L.N., Bestuzheva A.S., Lam N.F., Pore pressure in soil dams during seismic events, Gidrotekh. Stroit., 11, pp. 54-59, (2010)
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