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| Radial integration boundary element method determining seepage free surface of non-homogeneous soil-stone dams |
| Received:October 18, 2008 Revised:December 16, 2009 |
| View Full Text View/Add Comment Download reader |
| DOI：10.7511/jslx20106010 |
| KeyWord:radial integration method boundary element method seepage line |
| Author | Institution |
| 王燕昌 |
宁夏大学 固体力学研究所,银川 |
| 郑静 |
宁夏大学 固体力学研究所,银川 |
| 高效伟 |
大连理工大学 工业装备结构分析国家重点实验室,大连 |
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| Abstract: |
| It is very important to determine the location of the free surface in non-pressure seepage analysis. By applying radial integration method (RIM) to seepage problems, domain integrals are directly transformed into boundary integrals and, therefore, the drawback of traditional boundary element method in solving non-homogeneous problems can be overcome. An iterative computer program has been developed, using which the process of handwork iteration is avoided. 2D and 3D numerical examples are given to demonstrate the reliability of the proposed algorithm. |
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