摘要
文章针对百隆高速公路百色水利枢纽库区段K116+670滑坡工程地质及水文地质基本情况,结合滑坡规模特征及形成机理,从卸载、钢管桩注浆、预应力锚索加固及完善排水系统等方面提出了滑坡治理措施,并通过分析论证了滑坡治理的稳定性和加固治理的效果,同时提出了做好坡面防排水及加强滑坡体工程的建议。
Aimed at the geological and hydrological condition of slide slope construction in Bailong highway K116＋670 segment,and combiend with the formation mechanism and size characteristics of slide slope,the article proposes a treatment method from perspec-tives of unloading,steel tube grouting,pre-stress anchor reinforcement and drainage system completion.Through the analysis,the stability and performance is proved,and the sugges-tions to improve this project is proposed.
出处
《西部交通科技》
2011年第7期9-15,77,共8页
Western China Communications Science & Technology
关键词
百隆公路
滑坡治理
效果评价
Bailong road
Slide slope treatment
Performance evaluation
