| 降雨渗流情况下岩体边坡稳定性分析 |
| |
| 引用本文： | 陈记.降雨渗流情况下岩体边坡稳定性分析[J].交通标准化,2010(3):183-186. |
| |
| 作者姓名： | 陈记 |
| |
| 作者单位： | 广东肇阳高速公路有限公司,广东阳江,529931 |
| |
| 摘 要： | 通过介绍降雨渗流情况下边坡稳定性评估方法及在岩体边坡中的应用实践，找出渗透系数极小的灰岩作为坡面的岩体边坡在降雨情况下的稳定性特征以及该类边坡的稳定性规律．同时得出降雨引起边坡稳定性安全系数下降可达80％的结论。
|
| 关 键 词： | 岩体边坡 降雨入渗 稳定性 |
Rock Mass Slopes Stability Analysis under Rain Infiltration |
| |
| CHEN Ji.Rock Mass Slopes Stability Analysis under Rain Infiltration[J].Communications Standardization,2010(3):183-186. |
| |
| Authors: | CHEN Ji |
| |
| Institution: | CHEN Ji (Guangdong Provincial Zhaoyang Expressway Co., Ltd., Yangjiang 529931, China) |
| |
| Abstract: | After introducing the rock mass slope stability evaluation method and the application situation under rain infiltration, the stability features with limestone as rock mass slope material which has less infiltration coefficient and stability rules of this kind of slope are found out. What＇s more, it lead to the conclusion that rain makes the slope safety coefficient decrease 80%. |
| |
| Keywords: | rock mass slopes rain infiltration stability |
| 本文献已被 维普 万方数据 等数据库收录！ |
