A seepage computational model of face slab cracks based on equi-width joint constant flow

作者：Li Shou yi^*; Li Yan long; Si Zheng; Zhang Xiao fei

来源：Advances in Engineering Software, 2010, 41(7-8): 1000-1004.

DOI：10.1016/j.advengsoft.2010.04.004

• Concrete face rock-fill dam
• Face slab crack
• Seepage
• Computation model

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.

• 出版日期2010-8
• 单位西安理工大学