| 边坡顶面地基承载力的有限元分析及正交试验 |
| |
| 引用本文： | 李冉,方玉树.边坡顶面地基承载力的有限元分析及正交试验[J].山西建筑,2006,32(3):112-113. |
| |
| 作者姓名： | 李冉 方玉树 |
| |
| 作者单位： | 后勤工程学院军事建筑工程系 |
| |
| 摘 要： | 利用ANSYS大型有限元程序建立模型，计算了边坡顶面的地基土体在条形基础作用下的极限承载力，并分析了此时地基土体破坏的发生和发展过程，找出了其主要影响因素。在此基础上设计正交试验，分析评价了各影响因素的显著性，为工程建设提供了重要依据。
|
| 关 键 词： | 边坡 地基承载力 有限元分析 正交试验 |
| 文章编号： | 1009-6825（2006）03-0112-02 |
| 收稿时间： | 2005-08-12 |
| 修稿时间： | 2005年8月12日 |
Finite element analysis for the bearing capacity of foundations on the top of slope and orthogonal experimental |
| |
| LI Ran,FANG Yu-shu.Finite element analysis for the bearing capacity of foundations on the top of slope and orthogonal experimental[J].Shanxi Architecture,2006,32(3):112-113. |
| |
| Authors: | LI Ran FANG Yu-shu |
| |
| Affiliation: | LI Ran FANG Yu-shu |
| |
| Abstract: | Used the finite dement method, the ultimate beating capacity of the ground soil body under the basic function of the bar on the top of the slope is calculated. And analysed the emergence and evolution that the body of soil of the ground destroyed at this moment, the main influence factor is found. Designed orthogonal experimental on this basis, the significance of every influence factor is appraised. These offere the important basis for engineering construction. |
| |
| Keywords: | slope the bearing capacity of foundations finite element analysis orthogonal experimental |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
