抚顺西露天矿千台山滑坡稳定性分析与治理研究  

Research on Stability Analysis and Control Project Of Fushun Western Open-Pit Qiantaishan Landslide

作　　者：王卓[1] 白朝能[2] 

机构地区：[1]辽宁省第十地质大队,辽宁抚顺113004 [2]中国中铁二院工程集团有限责任公司,四川成都610031

出　　处：《西部探矿工程》2015年第3期3-6,共4页West-China Exploration Engineering

摘　　要：抚顺西露天矿千台山滑坡总体积约1×108m3,滑体厚度大于50m,属巨型滑坡,危险区面积达3.68km2。该滑坡直接威胁当地居民及多家企业的生命财产安全,一旦成灾,后果将十分严重。对其稳定性及加固治理措施进行了初步研究,结果表明:该滑坡欠稳定,需进行加固治理,通过削坡及压脚工程可有效提高其稳定性。Fushun westem open-pit Qiantaishan landslide is a giant landslide of which total volume is about 100 million m^3, sliding body thickness is greater than 50re,and damage area is 3.68km^2. The landslide is a direct threat to the lives and property of local residents and a number of enterprises, once it causes the disaster, the consequences will be very serious. In this paper, the stability and control measures is preliminary researched, the results showed that： the landslide is less stable, should be reinforced, and its stability can be effectively improved through a deep cutting and presser foot engineering.

关 键 词：滑坡 稳定性分析 治理工程 削坡 压脚 

分 类 号：P642.22[天文地球—工程地质学]