文章摘要
LIU Xiangfeng,SUN Yannan,MIAO Haibin,L Xiangfeng.洪水入渗尾矿坝边坡渗流稳定性数值分析Journal of Water Resources and Water Engineering[J].,2011,22(3):
洪水入渗尾矿坝边坡渗流稳定性数值分析
Numerical analysis on seepage stability of tailings dam slope under floods infiltration
  
DOI:
中文关键词: 洪水入渗  尾矿坝  渗流稳定性  数值分析
英文关键词: flood infiltration  tailings dam  seepage stability  numerical analysis  
基金项目:国家自然科学基金项目资助
Author NameAffiliation
LIU Xiangfeng,SUN Yannan,MIAO Haibin,L Xiangfeng LIU Xiangfeng,SUN Yannan,MIAO Haibin,L(U) Xiangfeng 
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中文摘要:
      针对洪水位升高造成尾矿坝边坡失稳破坏的问题,建立洪水入渗尾矿坝流-固耦合方程,利用FLAC3D有限差分计算软件,对洪水位升高后入渗尾矿坝边坡稳定进行数值分析,研究洪水人渗后尾矿坝边坡饱和度、孔隙水压力、边坡应力和位移变化规律,得到了洪水位升高入渗对边坡稳定性的影响,并进行坝体安全性指标分析,计算得到此坝体边坡安全系数为1.66,进而确定潜在滑移面位置.研究结果可为尾矿坝边坡稳定提供有利参考.
英文摘要:
      Bellows-liquid coupling equations were established according to the problem of tailings dam stability by flood level rising.FLAC3D was used to carry out the numerical analysis for seepage stability of tailings dam under floods infiltration.The change rules of flood saturation,pore water pressure,slope stress and displacement were researched.The influence of flood level rising on seepage stability of tailings dam was obtained.By the analysis of the dam safety index,the dam slope safety coefficient is 1.66,po...
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