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- W2377972834 abstract "The geologic condition of Sanliping dam site is rather complicated,so several large diameter tunnels filled with concrete are built in the dam foundation.In addition,the loose bedrock are substituted to enhance the shearing resistance capability of the dam foundation.The 3-D FEM computation result shows that the sliding resistance capability of the abutment and the overload resistance capability of the arch dam are heightened." @default.
- W2377972834 created "2016-06-24" @default.
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- W2377972834 date "2010-01-01" @default.
- W2377972834 modified "2023-09-25" @default.
- W2377972834 title "Foundation treatment for Sanliping RCC double-curved arch dam" @default.
- W2377972834 hasPublicationYear "2010" @default.
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