Analysis of Non-Darcy Flow in Aquitard at Bottom of Foundation Pit Under Fluctuation of Confined Water
In order to better explain the phenomenon of foundation pit inrush caused by confined water, the Hansbo non-Darcy seepage theory was introduced into the Terzaghi one-dimensional saturated soil consolidation equation. Finite difference methods were applied to the numerical solution of excess pore pre...
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Formato: | article |
Lenguaje: | ZH |
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Editorial Office of Journal of Shanghai Jiao Tong University
2020
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Acceso en línea: | https://doaj.org/article/36188c87a6c74fae8687d0f49c38e623 |
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