| 用FLAC-3D分析边坡的稳定性 |
| |
| 引用本文： | 陈勇河,周德泉. 用FLAC-3D分析边坡的稳定性[J]. 山西建筑, 2008, 34(22) |
| |
| 作者姓名： | 陈勇河 周德泉 |
| |
| 作者单位： | 1. 福建省交通建设监理咨询公司,福建福州,350001
2. 长沙理工大学桥梁结构学院,湖南长沙,410076 |
| |
| 摘 要： | 利用FLAC-3D软件对天然边坡不同步开挖的变形进行数值模拟,根据模拟所得的计算结果,得出了滑坡体在天然状态下不同开挖步的变形特征,为判断水库溢洪道边坡的稳定性评价提供了必要的理论依据。
|
| 关 键 词： | FLAC-3D 数值模拟 边坡稳定性 |
Analysis of the side slope stability with the FLAC-3D |
| |
| CHEN Yong-he ZHOU De-quan. Analysis of the side slope stability with the FLAC-3D[J]. Shanxi Architecture, 2008, 34(22) |
| |
| Authors: | CHEN Yong-he ZHOU De-quan |
| |
| Affiliation: | CHEN Yong-he ZHOU De-quan |
| |
| Abstract: | The different excavation deforming of natural side slope was carried out numerical modeling with the FLAC-3D software.According to the modeling calculation result,the different excavation deforming characteristics of landslide under natural situation,which provide necessary theoretical references for judging the reservoir floodgate side slope stability. |
| |
| Keywords: | FLAC-3D numerical modeling side slope stability |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
