One-dimensional vacuum steady seepage model of unsaturated soil and finite difference solution

DOI10.1155/2017/9589638zbMath1426.76687OpenAlexW2594756543WikidataQ59147898 ScholiaQ59147898MaRDI QIDQ1993341

Feng Huang, Guihe Wang, Jianguo Lyu, Hongyan Liu

Publication date: 5 November 2018

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2017/9589638

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05) Finite difference methods applied to problems in fluid mechanics (76M20) Finite difference and finite volume methods for ordinary differential equations (65L12)

Cites Work

• A solution to transient seepage in unsaturated porous media
• Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method
• Seepage analysis based on the unified unsaturated soil theory

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