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- W2350398297 abstract "Tailings dam is susceptible to excessive post-earthquake deformation and liquefaction because loose saturated deposits may be incorporated in the mostly upstream zones,which renders it necessary to advance a practicably simplified anti-seismic design method of tailings dam.Major achievements and the latest progresses in the simplified method of liquefaction evaluation and stability analysis for tailings dam were expounded.Some problems were discussed on anti-seismic design of tailings dam.The research direction for anti-seismic design of tailings dam was clearly shown." @default.
- W2350398297 created "2016-06-24" @default.
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- W2350398297 date "2009-01-01" @default.
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- W2350398297 title "Research Progress in Anti-seismic Design of Tailings Dam" @default.
- W2350398297 hasPublicationYear "2009" @default.
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