摘要
通过对渝黔高速公路K54+500-K54+660路堑边坡工程地质环境、变形破坏机理分析,提出了边坡变形破坏的关键因素,在此基础上提出了边坡的合理整治措施,以期为类似工程的加固处治提供一定的借鉴作用。
The geographical condition of the slope（K54＋500～K54＋660） of are stated, and the mechanism of slope destruction is analysed. The key factor of the slope deforming destruction is proposed. Based on analysis results the appropriate engineering treatments are also proposed.
出处
《地球与环境》
CAS
CSCD
北大核心
2005年第B10期477-481,共5页
Earth and Environment
关键词
边坡
变形破坏
机理分析
加固处治
Slope, Deforming destruction, Mechanism analysis, Reinforce treatment
