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岩石全应力应变过程对应的渗透率-应变方程
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(2).
作者姓名:李世平  李玉寿  吴振业
作者单位:中国矿业大学岩控中心
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。

关 键 词:岩石渗透性,全应力应变过程,渗透率-应变方程

The Permeability-Strain Equations Relating to Complete Stress-strain Path of the Rock
Li Shi-Ping,Li Yu-shou,Wu Zhen-ye.The Permeability-Strain Equations Relating to Complete Stress-strain Path of the Rock[J].Chinese Journal of Geotechnical Engineering,1995(2).
Authors:Li Shi-Ping  Li Yu-shou  Wu Zhen-ye
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.
Keywords:permeability of rctks  complete streaq-strain path  permeability-strain epuation  
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