A fully coupled fracture equivalent continuum-dual porosity model for hydro-mechanical process in fractured shale gas reservoirs

被引:38
|
作者
Liu, Jia [1 ,3 ]
Wang, J. G. [1 ,2 ]
Gao, Feng [1 ,2 ]
Leung, Chun Fai [3 ]
Ma, Zhanguo [2 ]
机构
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
[3] Natl Univ Singapore, Ctr Offshore Res & Engn, E1A-07-03,1 Engn Dr 2, Singapore 117576, Singapore
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Discrete fracture; Fracture tensor; Cell-level discontinuity; Stress sensitivity; Finite element method; DIRECT SHEAR BEHAVIORS; FLUID-FLOW ANALYSIS; STRESS; DEFORMATION; IMPACT; TRANSPORT; CONDUCTIVITY; PERMEABILITY; GEOMECHANICS; PERFORMANCE;
D O I
10.1016/j.compgeo.2018.10.017
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A fully coupled fracture equivalent continuum-dual porosity model is proposed to investigate hydro-mechanical coupling phenomena in fractured porous media. An improved fracture tensor is then developed to transform the local discontinuities at cell level to the anisotropic continuum at macro-scale. This model is incorporated into a set of nonlinear partial differential equations and numerically solved by multi-time-step finite element algorithm. The approach is then applied to a field-scale simulation of shale gas reservoir. Results indicate that the proposed method can be applied to insights into the field-scale hydro-mechanical coupling with high-density fractures in any arbitrary orientation within manageable computational cost.
引用
收藏
页码:143 / 160
页数:18
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