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

被引：7

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 / 04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.

引用

页码：378 / 384

页数：6

共 8 条

[1]

Rasskazov L.N., Aniskin N.A., Zhelankin V.G., Seepage in earth dams in two- and three-dimensional formulations of the problem, Gidrotekh. Stroit., 11, pp. 26-32, (1989)

[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)

[3]

Rasskazov L.N., Orekhov V.G., Aniskin N.A., Hydraulic Engineering Installations (River) [in Russian], ASV, Moscow, (2011)

[4]

Shestakov V.M., Fundamentals of Hydrogeological Calculations for Industrial Effluent Seepage from Reservoirs [in Russian], Izd. VNII VODGEO, Moscow, (1961)

[5]

Shestakov V.M., Theoretical Foundations of Estimating Hydrostatic Head, Water Drawdown, and Drainage [in Russian], Izd. MGU, Moscow, pp. 10-12, (1965)

[6]

Nichiporovich A.A., Tsybul'nik T.I., Determining pore pressure in low-permeability soil in the body of a dam during the process of soil consolidation, Coll. No. 4. Issues in Water-Retaining Structure Design [in Russian], (1963)

[7]

Rasskazov L.N., Aniskin N.A., Filtration calculations for hydraulic structures and foundation beds, Gidrotekh. Stroit., 11, pp. 2-7, (2000)

[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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