Filtration, Pore Pressure, and Settling From Consolidation of an Ultra-High Dam


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Resumo

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.

Sobre autores

N. Aniskin

National Research University “Moscow State University of Civil Engineering,”

Autor responsável pela correspondência
Email: nikolai_aniskin@mail.ru
Rússia, Moscow

L. Rasskazov

National Research University “Moscow State University of Civil Engineering,”

Email: nikolai_aniskin@mail.ru
Rússia, Moscow

E. Yadgorov

National Research University “Moscow State University of Civil Engineering,”

Email: nikolai_aniskin@mail.ru
Rússia, Moscow


Declaração de direitos autorais © Springer Science+Business Media New York, 2017

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