Calculation and analysis for seepage deformation to bank foundation

LIU Jiangang, CHEN Jiansheng, ZHAO Weibin

Journal of Changjiang River Scientific Research Institute ›› 2001, Vol. 18 ›› Issue (6) : 37-39.

PDF(156 KB)
PDF(156 KB)
Journal of Changjiang River Scientific Research Institute ›› 2001, Vol. 18 ›› Issue (6) : 37-39.
HEALTHY CHANGJIANG RIVER

Calculation and analysis for seepage deformation to bank foundation

  • LIU Jiangang, CHEN Jiansheng, ZHAO Weibin
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Abstract

Two ideal models, i.e. a perfect well model and an imperfect well model, used for calculating deformation initial period, are set up, and their development processes are reprerented by FEM. The computed results obtained from the perfect well model indicate that: the distribution of piping in plane is not in succession; in addition to the near area of the well, the percolation deformation near the riverbed may also occur within a certain extent; and drift sands chiefly come from one side near river, with the continuous driftage of sands, the percolation deformation will develop as a long narrow strip, and may connect with the percolation deformation near river bed to form a concentrated percolation passage under certain conditions. In the imperfect well model, the expansion of drift sands in depth is slowly and ultimatly stops. So, drift sands in the perfect well modol are of developmental property, but these in the imporrfect well model aren't of this property.

Key words

bank foundafion / seepage deformation / model of well flow / seepage gradient

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LIU Jiangang, CHEN Jiansheng, ZHAO Weibin. Calculation and analysis for seepage deformation to bank foundation[J]. Journal of Changjiang River Scientific Research Institute. 2001, 18(6): 37-39
PDF(156 KB)

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