【摘要】 文中运用瑞典法与毕肖甫法针对广东大顶矿业股份有限公司尾矿库坝体堆积至5 10～5 2 0m标高时的稳定性进行分析,并在分析结果的基础上进行结构可靠度评判,对比水利、水电永久建筑标准,给出尾矿库坝体堆积至5 10～5 2 0m标高时的稳定性及结构可靠度相关参数。更多还原

【Abstract】 The stability of tailing dam in Dading Mine,Guangdong province at level 510～520m is analyzed with Sweden method and Bishop Method,and the interrelated parameter is presented.Based on that parameter,the structural confidence level is judged and described.After the building codes used in water conservancy and power trades are contrasted,the interrelated parameter of stability and structure credibility of the dam when its level rise to 510～520m is given.更多还原