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Problems in design of upstream part of earth dam, especially when dam is provided with watertight core, e.g., central core wall, supported by fills of cohesionless materials such as sand or gravel; determination of pore water pressure both at rapid and at slow drawdowns of water level in reservoir; formulas developed, based on circular arc method; accuracy of method checked by tests with models built of sand.
Problems in design of upstream part of earth dam, especially when dam is provided with watertight core, e.g., central core wall, supported by fills of cohesionless materials such as sand or gravel; determination of pore water pressure both at rapid and at slow drawdowns of water level in reservoir; formulas developed, based on circular arc method; accuracy of method checked by tests with models built of sand.
Stability of upstream slope of earth dams
Sweden Statens Kommitte For Byggnadsforskning -- Meddelanden
Reinius, E. (author)
1948
107 pages
Illustrations, Diagrams, Charts, Tables
Article (Journal)
English
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