ANISOTROPIC PERMEABILITY EVOLUTION MODEL OF ROCK IN THE PROCESS OF DEFORMATION AND FAILURE

被引:0
作者
WANG Huan-ling Key Laboratory of Coastal Disaster and Defence
机构
基金
中央高校基本科研业务费专项资金资助; 美国国家科学基金会;
关键词
rock hydraulics; micro-mechanics; permeability; model validation;
D O I
暂无
中图分类号
O357.3 [渗流]; TU451 [];
学科分类号
0801 ; 080103 ; 080104 ; 080704 ; 0815 ;
摘要
The rock permeability is an important parameter in the studies of seepage and stress coupling.The micro-cracks and pores can initiate and grow on a small scale and coalesce to form large-scale fractures and faults under compressive stresses,which would change the hydraulic conductivity of the rock,and therefore,the rock permeability.The rock permeability is,therefore,closely rela-ted with the micro-cracking growing,coalescence,and macro new fracture formation.This article proposes a conceptual model of rock permeability evolution and a micro kinematics mechanism of micro-cracking on the basis of the basic theory of micromechanics.The applicability of the established model is verified through numerical simulations of in situ tests and laboratory tests.The simu-lation results show that the model can accurately forecast the peak permeability evolution of brittle rock,and can well describe the macro-experimental phenomenon before the peak permeability evolution of brittle rock on a macro-scale.
引用
收藏
页码:25 / 31
页数:7
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