摘要
针对肖王隧道洞口段高路堑边坡特点,通过稳定性分析,研究并提出了锚杆+格构加固技术在高边坡处治中应用的工作机理、施工技术及要点,研究表明,锚杆+格构加固技术在隧道洞口高边坡处治中取得了良好的应用效果,研究成果可供相关工程借鉴和参考。
This paper has studied a rockbolt-lattice strengthening technology and its functional mechanism and construction technology used in ahigh slope of the Xiaowang ttmnel portal, this study presents that it's a good method to apply the rockbolt-lattice strengthening technology to strengthen thehigh slope of the tunnel portal. It is hoped to provide irnloortant reference for the design and consmction of the similar type of situation in future.
出处
《山西建筑》
2007年第23期315-316,共2页
Shanxi Architecture
关键词
隧道洞口
高边坡
锚杆+格构
工作机理
施工技术
tunnel portal, high slope, rockbolt-lattice structure, functional mechanism, construction technology