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- W2362951825 abstract "The 3D numerical models of a tailings reservoir were established by FLAC3 D.The fluid-solid coupling analysis of tailings reservoir under earthquake effect was carried out by using artificial synthetic earthquake wave as a load.Then the characteristics of dynamic response during liquefaction were obtained,as well as the dam displacement and acceleration of tailings reservoir under the earthquake action.The results showed that the tailings reservoir,with safety factor of 1.42,was stable as a whole under the static action.Under the earthquake action,the maximum horizontal displacement reached 0.45 m and the vertical displacement was up to 0.15 min the top of tailings reservoir,which caused local horizontal sliding failure.The accelerations of seismic dynamic response in horizontal and vertical directions were both magnified,and the largest magnification was 2.2in vertical direction.And the liquefaction flow occurred in dam slope and upstream water,especially responding strongly in the early 0~10seconds of earthquake." @default.
- W2362951825 created "2016-06-24" @default.
- W2362951825 creator A5006415222 @default.
- W2362951825 date "2015-01-01" @default.
- W2362951825 modified "2023-09-23" @default.
- W2362951825 title "Characteristics of Seismic Dynamic Response in Tailings Reservoir Based on Fluid-solid Coupling" @default.
- W2362951825 hasPublicationYear "2015" @default.
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