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百隆高速公路K116+670滑坡治理及效果评价
引用本文:陈钊,孙志军,何廷全.百隆高速公路K116+670滑坡治理及效果评价[J].西部交通科技,2011(7):9-15,77.
作者姓名:陈钊  孙志军  何廷全
作者单位:1. 广西壮族自治区交通规划勘察设计研究院,广西南宁,530011
2. 百色至隆林高速公路建设指挥部,广西百色,533000
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。

关 键 词:百隆公路  滑坡治理  效果评价

Slide Slope Treatment and Performance Evaluation for Bailong Highway K116+670 Segment
CHEN Zhao,SUN Zhi-jun,HE Ting-quan.Slide Slope Treatment and Performance Evaluation for Bailong Highway K116+670 Segment[J].Western China Communication Science & Technology,2011(7):9-15,77.
Authors:CHEN Zhao  SUN Zhi-jun  HE Ting-quan
Institution:CHEN Zhao1,SUN Zhi-jun2,HE Ting-quan1(1.Guangxi Communication Planning Surveying and Design Institute,Nanning,Guangxi,530011,2.Baise to Longlin Highway Construction Headquarter,Baise,533000)
Abstract: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.
Keywords:Bailong road  Slide slope treatment  Performance evaluation  
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