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.
出处
《建筑技术》
北大核心
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)
关键词
滑坡治理
锚索
抗滑桩
监测
landslide control
anchor cable
anti-slide pile
monitoring
