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Engineering theory of slide processes in the design of earth dams on a soft ground foundation

Journal Article · · Hydrotech. Constr.; (United States)
DOI:https://doi.org/10.1007/BF01463880· OSTI ID:5293545
This paper discusses the slope stability and landslide propensity of several hydroelectric plant earth dams throughout the Soviet Union from the standpoint of slide theory and compares the research of several Soviet institutions into this problem with existing standards and recommendations on dam stability and reliability. The comparisons are made for earth dams having a soft ground foundation under static loading conditions. Applicable properties are discussed for a wide range of soils and rocks including clays, loams, sands, alluvials, and soft and hard gravels. Seismic effects are not discussed.
OSTI ID:
5293545
Journal Information:
Hydrotech. Constr.; (United States), Journal Name: Hydrotech. Constr.; (United States) Vol. 21:5; ISSN HYCOA
Country of Publication:
United States
Language:
English