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- W2368680098 abstract "Earthquake response of tailings dam,development of excess pore water pressure and deformation features were analyzed by using dynamic nonlinear finite element method,the effect of geotextile to reduce the deformation of dam due to earthquake was studied.Result shows that seismic deformation mostly focused on downstream slope as the acceleration peak value at the crest of dam is magnified 1.4 times of that at the toe of dam.Excess pore water pressure in the dam body increased quickly at the beginning and then tended to be stable.From the slope down to depth,excess pore water pressure ratio gradually reduced,and the excess pore water pressure ratio at the upstream slope is bigger than that at the downstream slope.Paving geotextile in downstream slope of subdam effectively mitigated the seismic deformation.Finally,a synthetical antiseismic measure is proposed for tailings dam,with subdam being reinforced with geotextile and outer slop of initial dam being exerted pressure and the liquefied soil layer of initial dam being compacted.It is found that the synthetically antiseismic measure produces better effect,and also can be taken as reference for the seismic design of tailings dam." @default.
- W2368680098 created "2016-06-24" @default.
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- W2368680098 date "2009-01-01" @default.
- W2368680098 modified "2023-09-24" @default.
- W2368680098 title "Earthquake Response Analysis for Tailings Dam and Antiseismic Measures" @default.
- W2368680098 hasPublicationYear "2009" @default.
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