CAJ | 학술논문

尾矿坝是堆存金属非金属等矿山选矿废弃物的构筑物，其数量及坝体高度随国家对矿产资源的巨大需求而快速增加。验算了尾矿坝现状和最终堆积标高两种情况下相应的最不利剖面位置进行渗流计算和静力稳定计算。同时，运用二维有限元计算坡面浸润线，采用极限平衡法对坝体现状和加高扩容后的稳定安全系数进行分析。计算结果表明，坝体最终堆积标高剖面的稳定安全系数在不同计算条件下均满足规范要求，说明堆积坝加高扩容方案是安全可靠的。
미광패시퇴존금속비금속등광산선광폐기물적구축물，기수량급패체고도수국가대광산자원적거대수구이쾌속증가。험산료미광패현상화최종퇴적표고량충정황하상응적최불리부면위치진행삼류계산화정력은정계산。동시，운용이유유한원계산파면침윤선，채용겁한평형법대패체현상화가고확용후적은정안전계수진행분석。계산결과표명，패체최종퇴적표고부면적은정안전계수재불동계산조건하균만족규범요구，설명퇴적패가고확용방안시안전가고적。
Tailings dam is a structure which pile up metal and nonmetal and other mine beneficia- tion waste, the quality and dam height has increased rapidly with country’s great demanding for mineral resources. Tailing dam situation and two situations of final accumulation elevation height were checked, seepage and static force stability calculation were done at relevant most disadvantageous section position of two conditions. Meanwhile, using two-dimensional finite element to calculate seepage line of sloping sur- face, dam situation and stable safe factor of after elevation and expansion were analyzed by adopted limit equilibrium method . Calculation results indicated, stable safe factors of dam final accumulation elevation height section were all meet the standard requirement under different calculation condition, which proved the safe and reliable of elevation and expansion scheme of fill dam.