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裂隙岩体流固耦合双重介质模型的有限元计算
引用本文:吉小明,白世伟,杨春和.裂隙岩体流固耦合双重介质模型的有限元计算[J].岩土力学,2003,24(5):748-750.
作者姓名:吉小明  白世伟  杨春和
作者单位:1. 中国科学院武汉岩土力学研究所, 湖北 武汉 430071; 2. 石家庄铁道学院 土木系,河北 石家庄 050043
基金项目:国家自然科学基金资助项目(No.10072072)
摘    要:基于孔隙-裂隙岩体的双重孔隙介质流固耦合计算的微分方程,利用伽辽金有限元法提出的相应有限元公式,并基于岩体分类指标(RQD,RMR)提出了与岩体应力状态相关的渗透系数计算公式。编制了相应的有限元程序并给出了应用算例,将计算结果与相关文献作了比较,得出相关结论。

关 键 词:双重孔隙介质  流固耦合分析  裂隙介质
文章编号:1000-7598-(2003)05-0748-04
收稿时间:2002-05-27

A finite element coupling between deformation-seepage in double porosity rock mass
JI Xiao-ming,BAI Shi-wei,YANG Chun-he.A finite element coupling between deformation-seepage in double porosity rock mass[J].Rock and Soil Mechanics,2003,24(5):748-750.
Authors:JI Xiao-ming    BAI Shi-wei  YANG Chun-he
Institution:1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Shijiazhuang Railway Institute, Shijiazhuang 050043, China
Abstract:An approach, which is based on the double porosity concept and takes into account pore deformation, has been presented to derive a set of coupled differential equation governing behaviour of porous fissured media. The finite element technique and code has been employed as the numerical methods for the solution of these equations by using of Galerkin finite element methods. Relations relating to rock classification rating RQD and RMR are developed to define changes in effective porosity and permeability that result from the redistribution of strains in disturbed rock mass. At last, an applied example is presented; the results are compared with ones of previous works.
Keywords:double porosity media  seepage-stress coupled analysis  fissured material
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