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


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Abstract

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.

About the authors

N. A. Aniskin

Moscow State University of Civil Engineering

Author for correspondence.
Email: nikolai_aniskin@mail.ru
Russian Federation, Moscow

L. N. Rasskazov

Moscow State University of Civil Engineering

Email: nikolai_aniskin@mail.ru
Russian Federation, Moscow

E. Kh. Yadgorov

Moscow State University of Civil Engineering

Email: nikolai_aniskin@mail.ru
Russian Federation, Moscow

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