| 某滑坡成因机理及治理方案研究 |
| |
| 引用本文： | 刘博峰,梁玺,周坤.某滑坡成因机理及治理方案研究[J].路基工程,2021,0(2):231-236. |
| |
| 作者姓名： | 刘博峰 梁玺 周坤 |
| |
| 作者单位： | 中国交通建设股份有限公司,北京100088;中交一公局华南工程有限公司,广州511311;中交第二公路勘察设计研究院有限公司,武汉430056 |
| |
| 摘 要： | 针对湖北省谷城至竹溪高速公路ZK174+730～ZK175+110段修建期间边坡出现滑坡，结合地质调绘及勘察，查清了滑坡的工程地质条件，分析了滑坡的变形发育破坏特征和成因机理。通过稳定性计算表明:该边坡在天然状态下处于稳定状态，在降雨状态下为不稳定状态；采取治理措施后，保证了该边坡的稳定。
|
| 关 键 词： | 高速公路 路堑边坡 滑坡 成因机理 稳定性分析 治理措施 |
| 收稿时间： | 2020-12-11 |
Study on Formation Mechanism and Treatment Measures of a Landslide |
| |
| Abstract: | Aiming at the landslide occurred during the construction of ZK174+730～ZK175+110 section slope of the Gucheng to Zhuxi expressway in Hubei Province, the deformation and development of damage characteristics and formation mechanism of the landslide have been analyzed after the geological condition of the landslide is clear through geological survey and exploration. The results of the stability calculation show that the slope is stable under natural state, while it will be unstable under the condition of rainfall and the slope stability has been ensured after the treatment measures were adopted. |
| |
| Keywords: | |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《路基工程》浏览原始摘要信息 |
|
点击此处可从《路基工程》下载全文 |
|
