中文摘要：

应用有效应力有限元法研究了老虎岩尾矿坝在不同坝高时的应力水平、变形和孔隙水压力分布,以及遭到Ⅶ度地震作用时的反应。分析结果表明：在当前坝高情况下,无地震作用时尾矿坝处于稳定状态。在受烈度为Ⅶ度的地震作用下,尾矿堆积坝坝外坡和沉积滩面的堆积尾矿砂土在局部已经发生液化破坏;在封库坝高情况下,无地震作用时尾矿坝处于极限状态。在受烈度为Ⅶ度的地震作用下,尾矿坝坝外坡和沉积滩面的堆积尾矿砂土已发生大面积液化破坏。在地震作用下,老虎岩尾矿坝堆积尾矿产生液化破坏的主要原因是堆积坝体内浸润线的埋深较浅。对老虎岩尾矿坝必须加强排渗措施,使坝体内浸润线下移。

英文摘要：

Application of effective stress finite element method to the study of stress levels,deformation and pore water pressure distribution of the Tiger rock tailings dam when the dam is in different heights,and to the response of the dam at earthquake of Ⅶ degree.The results show that in the case of the current dam height,the tailings dam is stable when no earthquake occurs.When the intensity of the earthquake is Ⅶ degrees,the tailings dam stacks outside the beach slope and liquefaction damage in the local sand tailings has occurred.In the case of the final dam height,when no earthquake occurs,the tailings dam is in a limit state.When the intensity of the earthquake is Ⅶ degrees,the major area of tailings dam outside the beach slope and sediment accumulation of tailings sand has occurred with liquefaction damage.In the earthquake,the main reason for accumulation of tailings to producing the liquefied damage of the Tiger rock tailings dam is that the infiltration line depth of the accumulation dam is shallow.The measurements for seepage drainage of the Tigers rock tailings dam must be strengthened,making the infiltration line of dam go down.