梅河高速公路程华段高填路基边坡治理研究  

High Subgrade Slope Treatment in Chengjiang-Huacheng Section of Meizhou-Heyuan Expressway

作　　者：钱波[1] 张明剑[1] 李鹏[1] 

机构地区：[1]西昌学院工程技术系,四川西昌615013

出　　处：《路基工程》2010年第5期198-200,共3页Subgrade Engineering

摘　　要：结合梅河高速公路程江至华城段K17+580～+750高填路基地质勘测资料,通过对地表及深部位移监测,准确地判断了路基滑坡病害的性质、产生原因及滑动面的位置,提出了高边坡的稳定性分析方法和工程加固的治理措施,使滑坡得以稳定。Combined with geological survey data of K17 ＋ 580 ～ ＋ 750 high-filled subgrade in Chengjiang-Huacheng Section of Meizhou-Heyuan Expressway,the nature and causes of landslide disaster and sliding position are judged precisely through surface and deep displacement monitoring.Analysis method of high slope stability and engineering reinforcement measures are thereof advanced to ensure stability of landslide.

关 键 词：滑坡监测 稳定性分析 工程加固 

分 类 号：U416.14[交通运输工程—道路与铁道工程]