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| 坝基渗流的边界元分析 | |
| 引用本文： | 杨德全,陈二云,赵改平. 坝基渗流的边界元分析[J]. 大坝与安全, 2005, 0(6): 23-25 |
| 作者姓名： | 杨德全 陈二云 赵改平 |
| 作者单位： | 内蒙古民族大学,内蒙古,通辽,028043;复旦大学,上海,200433 |
| 摘 要： | 采用边界元法分析了坝基渗流问题,并与有限元法和裂隙网络法的计算结果进行了比较。结果表明,用边界元法处理同类问题,具有方便、快速、精度高等优点。 |
| 关 键 词： | 边界元方法 有限元方法 裂隙网络法 渗流 坝基 |
| 文章编号： | 1671-1092(2005)06-0023-03 |
| 收稿时间： | 2005-07-04 |
| 修稿时间： | 2005-07-04 |
Boundary element analysis on the dam foundation seepage |
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| YANG De-quan,CHEN Er-quan,ZHAO Gai-ping. Boundary element analysis on the dam foundation seepage[J]. Large Dam & Safety, 2005, 0(6): 23-25 | |
| Authors: | YANG De-quan CHEN Er-quan ZHAO Gai-ping |
| Affiliation: | Inner Mongolia University for Nationalities |
| Abstract: | The boundary element method has been applied to solve the problem of dam foundation seepage,and its results are compared with the ones from finite element method and fissure network method.The results have shown that it was convenient,speedy and of high accuracy for adopting boundary element method to deal with similar problems. |
| Keywords: | boundary element method finite element method fissure network method seepage |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |