大型尾矿渣堆积体边坡滑坡治理及加固方案设计  

SIDE SLOP SLIPPAGE CONTROL AND REINFORCEMENT DESIGN FOR LARGE TAILING HEAP

作　　者：乔高勇 孙晓阳[2] 张菊连 张帅[2] 杨洪侠 

机构地区：[1]南京市江宁区建设工程质量监督站,南京211106 [2]中国建筑第八工程局有限公司总承包公司,上海200135 [3]上海申元岩土工程有限公司,上海200031 [4]无锡华诚建设监理有限公司,江苏无锡214016

出　　处：《建筑技术》2016年第9期802-805,共4页Architecture Technology

基　　金：中建八局科技研发课题(2013-04);2014年住房和城乡建设部科学技术计划(2014-K3-007)

摘　　要：某景区尾矿渣堆积体地势陡峭,地质灾害威胁较大,原治理措施难以满足滑坡在不同状态下的安全要求。对边坡稳定性计算分析与加固力进行计算,制订出滑坡总体加固治理方案,验证边坡加固后安全系数,均满足要求。The tailing heap in a scenic spot was steep, producing high geological hazard risks, and existing treatment measure is difficult to satisfy the safety requirements for slippage prevention under different conditions. Side slope stability and strengthening force were calculated for preparation of general side slope strengthening and treatment schemes. It was proved that the strengthened side slope could favorably satisfy the safety requirements.

关 键 词：滑坡治理 锚索 抗滑桩 监测 

分 类 号：TU751.6[建筑科学—建筑技术科学]