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...

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Veröffentlicht in:Advances in engineering software (1992) 2010, Vol.41 (7), p.1000-1004
Hauptverfasser: Li, Shou-yi, Li, Yan-long, Si, Zheng, Zhang, Xiao-fei
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Sprache:eng
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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