CAJ | 학술논문

基于某尾矿库目前标高和最终标高的概化模型，在正常水位和洪水位两种工况下，采用Geo－Studio软件中的SEEP／W模块进行渗流场模拟，并应用SLOPE／W模块对每种条件下尾矿坝的稳定性进行数值计算，得到最危险滑动面和最小抗滑稳定系数。结果表明，在排渗设施正常工作的情况下，尾矿坝边坡稳定性均满足规范要求的最小安全系数，但终高洪水位时坝体安全系数的富余不是很大。同时验证了尾矿坝安全系数随着库内水位的上升以及浸润线深度的变化规律。
기우모미광고목전표고화최종표고적개화모형，재정상수위화홍수위량충공황하，채용Geo－Studio연건중적SEEP／W모괴진행삼류장모의，병응용SLOPE／W모괴대매충조건하미광패적은정성진행수치계산，득도최위험활동면화최소항활은정계수。결과표명，재배삼설시정상공작적정황하，미광패변파은정성균만족규범요구적최소안전계수，단종고홍수위시패체안전계수적부여불시흔대。동시험증료미광패안전계수수착고내수위적상승이급침윤선심도적변화규률。
Based on the model of present elevation and ultimate elevation ,in the conditions of common water level and flood level ,SEEP/W ,the seepage analysis module of GEO-Studio is utilized to simulate the changing regularity of seepage field and then the results will be substituted into the module of SLOPE/W to conduct the simulating calculation for the stability of the tailings dam ,finding out the minimum safety factor and sliding surface .The result shows that ,in the conditions of drainage facilities working normally ,the slope stability of tailing dam can satisfy the requirements of the minimum safety co-efficient ,but in the ultimate elevation flood water level and the safety coefficient is not high enough .At the same time ,the effect of rising water level on the seepage line position and the dam stability is analyzed .