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- W2383477086 abstract "The upstream cofferdam of Wudongde Hydroelectric Station is built on foundation with 60m overburden layer,thus a 150m high artificial slope consisted of cofferdam slope and foundation pit is formed. The seepage control system of cofferdam is constituted by plastic concrete cutoff wall and composite geomembrane. The seepage filed under normal operating condition and partial breakage condition is analyzed by finite element method,and the slope stability under various cases is reviewed by nonlinear strength parameters. The results show that the seepage prevention solution formed by plastic concrete cutoff wall and composite geomembrane is reasonable,the seepage prevention effect is obvious; and the stability of cofferdam under various cases meets the requirements,the safety of cofferdam is guaranteed." @default.
- W2383477086 created "2016-06-24" @default.
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- W2383477086 date "2014-01-01" @default.
- W2383477086 modified "2023-09-27" @default.
- W2383477086 title "Study on seepage and slope stability of earth-rock cofferdam on deep overburden foundation" @default.
- W2383477086 hasPublicationYear "2014" @default.
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