CAJ | 학술논문

在矿山建设中，由于场地条件所限，挖方、卸载和构筑物加载等工程活动显著影响了主厂房区人工坡体的稳定性。根据形成人工边坡的工程地质条件，分区研究了边坡稳定性；应用理正岩土软件，重点计算了强风化、全风化砂岩层边坡的安全系数；通过治理方案对比分析，确定有利于工程稳定性的设计施工方案；综合计算结果，提出了相应的工程处理措施。
재광산건설중，유우장지조건소한，알방、사재화구축물가재등공정활동현저영향료주엄방구인공파체적은정성。근거형성인공변파적공정지질조건，분구연구료변파은정성；응용리정암토연건，중점계산료강풍화、전풍화사암층변파적안전계수；통과치리방안대비분석，학정유리우공정은정성적설계시공방안；종합계산결과，제출료상응적공정처리조시。
During the mining construction process ,stability of artificial stopes in the main plant area is significant-ly influenced by human engineering activities ,for instance,digging,unloading,structures loading and some other fac-tors because of the limitation of the construction plant size .For the solution,firstly the entire slope should be divided to partitions ,and then the stability of the slopes is studied based on their specific geotechnical formation conditions .For the next ,the safety factor of the slope should be calculated using geotechnical software such as Lizheng ,focusing on the safety factor of the sandstone layer variating from intense weathering to completely weathering .By the comparison ,the proper construction scheme can be determined .Finally,considering the computation results ,relevant treatment meas-ures can be confirmed .