| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 568109 | Advances in Engineering Software | 2010 | 5 Pages |
Abstract
Based on the law of equi-width joint steady flow, a seepage computational model was established. This model permits use of finite element method in seepage simulation and analysis. In addition, rock-fill dam seepage characteristics under an unusual condition with massive face slab cracks was obtained via a computational example.
Keywords
Related Topics
Physical Sciences and Engineering
Computer Science
Software
Authors
Shou-yi Li, Yan-long Li, Zheng Si, Xiao-fei Zhang,