Analysis of Non-Darcy Flow in Aquitard at Bottom of Foundation Pit Under Fluctuation of Confined Water

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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Bibliographic Details
Main Authors: YING Hongwei, XU Dingye, WANG Di, ZHANG Lisha
Format: Article
Language:zho
Published: Editorial Office of Journal of Shanghai Jiao Tong University 2020-12-01
Series:Shanghai Jiaotong Daxue xuebao
Subjects:
non-darcy flow
foundation pit
excess pore pressure response
aquitard
exit gradient
Online Access:http://xuebao.sjtu.edu.cn/CN/10.16183/j.cnki.jsjtu.2019.036

Internet

http://xuebao.sjtu.edu.cn/CN/10.16183/j.cnki.jsjtu.2019.036

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