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- W185252877 abstract "This chapter presents the re-evaluation of the stability of large concrete structures on rock. Foundation failure, because of sliding, is one of the predominant causes of failure of concrete dams. Sliding can occur along the contact between concrete and rock or along planes of weakness deep in the rock foundation or abutments. Failure can occur during the first impoundment or even after many years of operation. The chapter discusses the problem of the sliding stability of concrete dams. The re-evaluation of the sliding stability of an existing dam generally proceeds in different stages. In the first stage, all existing data are reviewed and analyzed, and field observations are carried out. The analytical approach starts with the identification of potential sliding bodies, according to suspected or clearly recognized planes of weakness in the rock. Behavior monitoring is an integral part of any dam safety program. Structural behavior means the response of the dam and its foundation to loads and ageing, for example, cyclic impounding and emptying of the reservoir, changes in temperature, earthquakes, material deterioration, and dissolution." @default.
- W185252877 created "2016-06-24" @default.
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- W185252877 date "1993-01-01" @default.
- W185252877 modified "2023-10-02" @default.
- W185252877 title "Reevaluation of the Stability of Large Concrete Structures on Rock" @default.
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- W185252877 doi "https://doi.org/10.1016/b978-0-08-042068-4.50036-3" @default.
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