| 有限元强度折减法在三维边坡中的应用研究 |
| |
| 引用本文： | 宋雅坤,郑颖人,赵尚毅,雷文杰. 有限元强度折减法在三维边坡中的应用研究[J]. 地下空间与工程学报, 2006, 2(5): 822-827 |
| |
| 作者姓名： | 宋雅坤 郑颖人 赵尚毅 雷文杰 |
| |
| 作者单位： | 后勤工程学院军事土木工程系,重庆,400041;中国科学院岩土力学重点实验室,武汉,430071 |
| |
| 摘 要： | 边坡稳定性评价,特别是对具有复杂几何特征的边坡,应作为三维问题来处理。作者将强度折减法应用于三维边坡稳定性分析中,通过三个典型的工程算例对几种常用的屈服准则进行比较,证明了在三维情况下采用莫尔-库仑等面积圆屈服准则代替莫尔-库仑准则是可行的。
|
| 关 键 词： | 边坡稳定性 有限元强度折减法 摩尔-库仑等面积圆屈服准则 三维分析 |
| 文章编号： | 1673-0836（2006）04-0822-06 |
| 修稿时间： | 2006-01-07 |
Application of Three-Dimensional Strength Reduction FEM in Slope |
| |
| SONG Ya-kun,ZHENG Ying-ren,ZHAO Shang-yi,LEI Wen-jie. Application of Three-Dimensional Strength Reduction FEM in Slope[J]. Chinese Journal of Underground Space and Engineering, 2006, 2(5): 822-827 |
| |
| Authors: | SONG Ya-kun ZHENG Ying-ren ZHAO Shang-yi LEI Wen-jie |
| |
| Affiliation: | 1. Department of Civil Engineering, Logistical Engineering University, Chongqing 400041,China; 2. Key Laboratory of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071, China |
| |
| Abstract: | The slope stability appraisal,especially to the slope with characteristic of complicated geometry,should be dealt with as the three-dimensional problem.In this paper,the strength reduction method is applied in the analysis on three-dimension slope stability,and a comparison of several yield criterions in common uses is presented through three typical examples.It is shown that using the Mohr-Coulomb equivalent area circle yield criterions to replace the Mohr-Coulomb yield criterions in three-dimensional is feasible. |
| |
| Keywords: | slope stability strength reduction FEM Mohr-Coulomb equivalent area circle yield criterions 3D analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
