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- W2363929309 abstract "A transient saturate-unsaturated water flow model is adopted to simulate the seepage field in Shuibuya Concrete Faced Rockfill Dam under different conditions: concrete face functions normally,cracks locally or does not work totally.The distribution of water head and hydraulic gradient in different dam zone is analyzed.The max hydraulic gradient that might appear in the padding zone,transition zone and main rockfill zone is suggested separately, which would control the seepage stability status of the dam.Hereby,the design standard for acceptable seepage gradient of rockfill materials is suggested.This standard can be used to estimate the rationality of hydraulic transition and seepage stability for the dam.." @default.
- W2363929309 created "2016-06-24" @default.
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- W2363929309 date "2008-01-01" @default.
- W2363929309 modified "2023-09-24" @default.
- W2363929309 title "Studies on Seepage Field in Shuibuya Concrete Faced Rockfill Dam and Design Standard for Acceptable Seepage Gradient of Rockfill Materials" @default.
- W2363929309 hasPublicationYear "2008" @default.
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