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不同应力状态下地层渗透系数的变化及其对流体运移影响的数值模拟研究
引用本文:罗元华,孙雄.不同应力状态下地层渗透系数的变化及其对流体运移影响的数值模拟研究[J].地球学报,1998,19(2):144-149.
作者姓名:罗元华  孙雄
作者单位:国家计委国土地区司;国家地质局地质研究所
摘    要:本文选择地层渗透系数受应力影响而变化作为研究流体运移的基础。压实固结和构造作用所产生应力对渗透系数影响的有限元数学模拟研究表明,平均有效应力与介质渗透性能呈负相关的变化趋势,应力驱动流体由应力高值区向应力低值区运移。

关 键 词:应力    渗透系数    流体运移    数学模拟

Variation of Permeability Coefficient of Strata under Different Stresses and Their Numerical Models for Their Influence on Fluid Migration
LUO Yuan-hua and SUN Xiong.Variation of Permeability Coefficient of Strata under Different Stresses and Their Numerical Models for Their Influence on Fluid Migration[J].Acta Geoscientia Sinica,1998,19(2):144-149.
Authors:LUO Yuan-hua and SUN Xiong
Institution:Department of Special Planning and Regional Economy, State Planning Commission, Beijing;Institute of Geology, state seismological Burau, Beijing
Abstract:The influence of stresses on permeability coefficient of strata is selected as the basis for the study on fluid migration . The numerical model for the influence of compaction and structural stresses on permeability coefficient shows that the average effective stresses have a negative correlation with permeability of media and that the fluid migrates from high stress area to low stress area by stress driving.
Keywords:stress  permeability coefficient  fluid migration  numerical model
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