| 软弱岩土体边坡稳定性极限平衡和有限元综合评价分析 |
| |
| 引用本文： | 雷劲松,王月明,李学武. 软弱岩土体边坡稳定性极限平衡和有限元综合评价分析[J]. 西南科技大学学报, 2004, 19(2): 55-59 |
| |
| 作者姓名： | 雷劲松 王月明 李学武 |
| |
| 作者单位： | 1. 西南科技大学土木工程学院,四川,绵阳,621010
2. 新疆时代石油工程有限公司,新疆,克拉玛依,834000 |
| |
| 摘 要： | 利用极限平衡方法和三维有限元方法对某软弱岩土体高边坡稳定性进行了计算机模拟及计算分析，这两种方法各有优缺点，联合应用可互为补充，最后得出的结果与工程实际情况基本吻合。
|
| 关 键 词： | 边坡稳定性 极限平衡法 三维有限元法 综合分析 软弱岩土体 |
| 文章编号： | 1671-8755(2004)02-0055-05 |
| 修稿时间： | 2004-03-10 |
The Applications of Limit Balance and Finite Element Method in the Associate Analysis of Slope Stability |
| |
| Lei Jinsong ,Wang Yueming ,Li Xuewu. The Applications of Limit Balance and Finite Element Method in the Associate Analysis of Slope Stability[J]. Journal of Southwest University of Science and Technology, 2004, 19(2): 55-59 |
| |
| Authors: | Lei Jinsong Wang Yueming Li Xuewu |
| |
| Affiliation: | Lei Jinsong 1,Wang Yueming 1,Li Xuewu 2 |
| |
| Abstract: | Based on limit balance method and three dimensional finite element method, computer analogue and calculations analysis are carried out to the slope stability of flaccidity soil and rock solid. The two methods can be supplementary to each other through associate application, the outcomes and the practical conditions matched well. |
| |
| Keywords: | slope stability limit balance method three dimensional finite element method associate analysis applications |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
