| 破碎岩质路堑边坡稳定性分析 |
| |
| 引用本文： | 李怀玉.破碎岩质路堑边坡稳定性分析[J].西部交通科技,2011(3):11-15. |
| |
| 作者姓名： | 李怀玉 |
| |
| 作者单位： | 广西交通投资集团龙和高速公路有限公司,广西,来宾,545800 |
| |
| 摘 要： | 文章以百色至隆林高速公路K123＋300典型破碎岩质路堑边坡为依托,运用FLAC3D岩土软件建立边坡三维数值分析模型,通过模拟分析边坡开挖及锚固过程中岩体的位移、应力、塑性区的变化情况来判断边坡的稳定性及锚固效果。
|
| 关 键 词： | 破碎岩体 路堑边坡 稳定性分析 |
The Stability of Shattered Rock Cutting Slope |
| |
| LI Huai-yu.The Stability of Shattered Rock Cutting Slope[J].Western China Communication Science & Technology,2011(3):11-15. |
| |
| Authors: | LI Huai-yu |
| |
| Institution: | LI Huai-yu(Guangxi Communication Investment Group,Longhe Highway Group,Laibin,Guangxi,545800) |
| |
| Abstract: | Using the K123+300 shattered rock cutting slope of Baise-Longlin highway as an example,the article constructs the 3D rock-soil side slope figure analyzing model.It also evaluates the stability of the slope and its anchoring effect by analyzing stone displacement during construction and the change in stress force and plastic zone. |
| |
| Keywords: | Shattered rock Cutting slope Stability analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
