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

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...

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Published in:Power technology and engineering 2017-03, Vol.50 (6), p.600-605
Main Authors: Aniskin, N. A., Rasskazov, L. N., Yadgorov, E. Kh
Format: Article
Language:English
Subjects:
Clay
Consolidation
Earth dams
Electrical Machines and Networks
Energy
Energy Systems
Filtration
Foundations
Geoengineering
Hydraulics
Poisson equation
Power Electronics
Renewable and Green Energy
Settling
Unsteady flow
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description 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.
doi_str_mv 10.1007/s10749-017-0757-4
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source Springer Nature
subjects Clay
Consolidation
Earth dams
Electrical Machines and Networks
Energy
Energy Systems
Filtration
Foundations
Geoengineering
Hydraulics
Poisson equation
Power Electronics
Renewable and Green Energy
Settling
Unsteady flow
title Filtration, Pore Pressure, and Settling From Consolidation of an Ultra-High Dam
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