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地震条件下尾矿坝稳定性分析
引用本文:王文星,曹平,刘业科,汪亦显,杨慧.地震条件下尾矿坝稳定性分析[J].中国安全生产科学技术,2006,2(6):58-61.
作者姓名:王文星  曹平  刘业科  汪亦显  杨慧
作者单位:中南大学资源与安全工程学院,长沙,410083
摘    要:坝体稳定性不足引起的溃坝事件是尾矿库常见的一种病患。本文以某尾矿库为工程背景,运用拟静力法分析了尾矿坝在地震条件下的稳定性,运用理正岩土软件对其结果进行必要的校核,得出影响运用该方法计算尾矿坝地震稳定性精确性的重要因素——超空隙水压力变化值,该变化值主要由坝体材料渗透性决定,在此基础上提出了相应的安全对策。

关 键 词:尾矿库  地震稳定性  拟静力法  安全系数
文章编号:1673-193X(2006)-06-0058-04
收稿时间:2006-07-31
修稿时间:2006-07-31

Analysis on stability of tailing pond under earthquake
WANG Wen-xing,CAO Ping,LIU Ye-ke,WANG Yi-xian,YANG Hui.Analysis on stability of tailing pond under earthquake[J].Journal of Safety Science and Technology,2006,2(6):58-61.
Authors:WANG Wen-xing  CAO Ping  LIU Ye-ke  WANG Yi-xian  YANG Hui
Institution:School of Resources and Safety Engineering , Central South University, Changsha 410083, China
Abstract:The tailing pond is the most important project of mine-enterprise, and it is also the biggest danger. The slippage of embankment by the poor stability is common. The paper has disscassed the stability analysis about tailing pond in the earthquake with an example. The quasi statics method was applied. By the computer-software, the result was validated. The interstice stress is the most important factor that affect the earthquake stability, and it is decided by the material of the dam. Based the former result, the safety countermeasures are put forward was applied.
Keywords:tailing pond  earthquake stability  quasi statics method  safety factor
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