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- W1990215302 startingPage "1240" @default.
- W1990215302 abstract "On the basic of rock and soil mass mathematic model, with the boundary conditions of classic section, the seepage field in construction period is simulated. Some conclusions are drawn: the hydraulic gradient of the channel slope where the seepage spills out exceeds the allowable hydraulic gradient and some engineering measures are needed to avoid seepage damage; hydraulic gradient on rock base is less than the allowable hydraulic gradient and the seepage is safe." @default.
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- W1990215302 date "2014-04-01" @default.
- W1990215302 modified "2023-09-27" @default.
- W1990215302 title "Numerical Simulation of Seepage Field of Tailing Water Channel in Construction Period of Coupling Fields of Stress and Seepage" @default.
- W1990215302 cites W2029330190 @default.
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- W1990215302 doi "https://doi.org/10.4028/www.scientific.net/amr.919-921.1240" @default.
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