| 广-邻高速公路K24工程边坡失稳的机理分析 |
| |
| 引用本文： | 刘凤宣,徐德玺,何雁,姚勇,李铮.广-邻高速公路K24工程边坡失稳的机理分析[J].岩石力学与工程学报,2002,21(11):1691-1695. |
| |
| 作者姓名： | 刘凤宣 徐德玺 何雁 姚勇 李铮 |
| |
| 作者单位： | 1. 国道213线都江堰-汶川高速公路建设筹备组,成都,610000
2. 西南交通大学土木工程学院,成都,610000 |
| |
| 摘 要： | 在介绍K24工程边坡地质情况的基础上,对边坡失稳的过程和形态特征进行了描述,对边坡失稳的成因和机理进行了分析,结合工程实际特点提出了处治方案。总结表明,对不稳定工程边坡采取预处治方案或同步处治方案远优于后处治方案。
|
| 关 键 词： | 边坡失稳 成因 机理 处治方案 |
| 文章编号： | 1000-6915(2002)11-1691-05 |
| 修稿时间： | 2001年10月1日 |
ANALYSIS ON INSTABILITY MECHANISM OF SLOPE K24 OF GUANG-LIN EXPRESS WAY |
| |
| Liu Fengxuan,Xu Dexi,He Yan,Yao Yong,Li Zhen.ANALYSIS ON INSTABILITY MECHANISM OF SLOPE K24 OF GUANG-LIN EXPRESS WAY[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(11):1691-1695. |
| |
| Authors: | Liu Fengxuan Xu Dexi He Yan Yao Yong Li Zhen |
| |
| Affiliation: | Liu Fengxuan1,Xu Dexi1,He Yan1,Yao Yong2,Li Zhen2 |
| |
| Abstract: | Based on the geological conditions of engineering slope K24 of Guang-Lin express way,the slope sliding process and landslide form are described. According to the cause and mechanism of landslide,the rational treatment plan is proposed. It is summarized that pre-treatment and synchronous treatment are more advantageous than post-treatment for slope instability. |
| |
| Keywords: | slope instability cause mechanism treatment plan |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
