A seepage computational model of face slab cracks based on equi-width joint constant flow
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 obtaine...
Gespeichert in:
Veröffentlicht in: | Advances in engineering software (1992) 2010, Vol.41 (7), p.1000-1004 |
---|---|
Hauptverfasser: | , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Zusammenfassung: | 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. |
---|---|
ISSN: | 0965-9978 |
DOI: | 10.1016/j.advengsoft.2010.04.004 |