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李世平, 李玉寿, 吴振业. 岩石全应力应变过程对应的渗透率-应变方程[J]. 岩土工程学报, 1995, 17(2): 13-19.
引用本文: 李世平, 李玉寿, 吴振业. 岩石全应力应变过程对应的渗透率-应变方程[J]. 岩土工程学报, 1995, 17(2): 13-19.
Li Shiping, Li Yushou, Wu Zhenye. The Permeability-Strain Equations Relating to Complete Stress-strain Path of the Rock[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 13-19.
Citation: Li Shiping, Li Yushou, Wu Zhenye. The Permeability-Strain Equations Relating to Complete Stress-strain Path of the Rock[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 13-19.

岩石全应力应变过程对应的渗透率-应变方程

The Permeability-Strain Equations Relating to Complete Stress-strain Path of the Rock

  • 摘要: 本文得到的试验结果证实岩石的渗透系数或渗透率在全应力应变过程中是应力应变的函数,并拟合出岩石的渗透率-应变方程。该方程用在应力场-渗流场耦合的数值分析中,能使计算结果更符合工程实际。

     

    Abstract: Based on the latest test results the paper has verified that the coefficient of permeability or the pormeabili-ty of the rock is a function of the stress and strain under a complete stress-strain path,and the premeability-strainequations of the rock have been found.The equation can be applied to the numerical analysis of the coupled stresfield and the fluid flow field,and the calculated results agree well with those observed.

     

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