| 岩土边坡稳定性分析方法综述 |
| |
| 引用本文： | 欧定良.岩土边坡稳定性分析方法综述[J].山西科技,2006(6):56-57,66. |
| |
| 作者姓名： | 欧定良 |
| |
| 作者单位： | 湖南省邵阳市公路桥梁建设有限公司 |
| |
| 摘 要： | 文章对现有边坡稳定性分析方法进行了综述，总结了各种边坡稳定性分析方法的优缺点及其适用范围。目前，极限平衡法仍在工程中广泛应用，随着计算机技术的兴起，数值分析法是未来发展的趋势。
|
| 关 键 词： | 边坡稳定性 极限平衡 数值分析 |
| 文章编号： | 1004-6429（2006）06-0056-02 |
| 收稿时间： | 2006-07-03 |
| 修稿时间： | 2006-07-03 |
Analysis of the Analytical Methods of the Stability of Rock Side Slopes |
| |
| Ou Dingliang.Analysis of the Analytical Methods of the Stability of Rock Side Slopes[J].Shanxi Science and Technology,2006(6):56-57,66. |
| |
| Authors: | Ou Dingliang |
| |
| Institution: | Ou Dingliang |
| |
| Abstract: | This article has analyzed the current analytical methods of the stability of side slopes and summarized the advantages and disadvantages and range of various analytical methods. At present, limiting balance is still in widespread application in projects, but with the rise of computer technology, numerical analytical method will be the inevitable trend. |
| |
| Keywords: | stability of side slopes limiting balance numerical analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
