摘要
在对本溪市后湖滑坡地质环境条件、滑坡结构特征及其稳定性分析的基础上，依据滑坡治理的目标与原则，提出了以预应力锚索为主剥离为辅的加固治理方案和以剥离为主排水为辅的剥离治理方案。通过方案比选确定采用控爆剥离方案，并对控制爆破保证施工安全提出了具体要求。同时，对剥岩后新形成的边坡稳定性进行了分析论证。
During the flood season of 1955,a landslide occurred in limestone of Ordovician at Houhu of Benxi. In the landsliding body,there are many wide and large fissures,which remains severe dangerous to the surrounding millions of residents.So it is very important to study it, and then to take some controlling measurments for the surrounding enrironment and the safety of people.Based on the geological environment condions,texture features and the stability of the landslide,it is proposed that there are reinforcing and removing schemes.Through correlation,it is suggested to use controlled blasting removing scheme.Then the stability of the new slope after removing is analysed and proven.
关键词
滑坡治理
危岩体
主滑体
剥离
稳定性
滑坡
landslide controlling
dangerous rock body
main landsliding body
removing
stability
