摘要
通过对重庆酉阳铜李高等级公路改建工程K36＋400-K36＋600段路堑边坡工程地质环境、变形破坏机理分析，提出边坡变形破坏的关键因素，在此基础上提出边坡的合理整治措施，对类似工程的加固处治具有较好的借鉴作用。
By analyzing geologic environment and damage mechanism of deformation of cutting slope project in section K36 ＋ 400 - K36 ＋ 600 of reconstructed project for Chongqing Youyang Tonggu-Lixi High-grade Highway, this paper proposes key factors for slope deformation damage and based on which puts forward reasonable treatment measures for slope and provides good reference for reinforced treatment of similar project.
出处
《公路交通技术》
2008年第6期14-18,共5页
Technology of Highway and Transport
基金
西部交通建设科技项目(2008ZB02)
关键词
边坡
变形破坏
机理分析
加固处治
slope
deformation damage
mechanism analysis
reinforced treatment
