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- W2382571632 abstract "Taking Ertan arch dam in operation period for an example,seepage prevention effect of grouting curtain of high arch dam foundation is studied.Three-dimensional seepage field FEM simulation method,improved drainage substructure method and latent complex-material element method are used to establish FEM seepage field numerical model of high arch dam foundation by considering faults and drain hole curtain with free surface in high arch dam foundation.And the actual seepage field of arch dam is simulated under the action of grouting curtain and drain hole curtain.Then the seepage field of dam foundation is simulated when the grouting curtain is failure.Finally,the seepage prevention effect of grouting curtain of high arch dam foundation is comparative analysis.The results show that when grouting curtain failed to work,seepage field of Ertan high arch dam foundation can also keep stable under the action of drain hole curtain while stability of the seepage field of dam abutment decreases obviously." @default.
- W2382571632 created "2016-06-24" @default.
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- W2382571632 date "2012-01-01" @default.
- W2382571632 modified "2023-09-22" @default.
- W2382571632 title "Seepage Prevention Effect of Grouting Curtain of Ertan High Arch Dam Foundation" @default.
- W2382571632 hasPublicationYear "2012" @default.
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