Experimental and numerical modelling of the mechanical behaviour of low-permeability sandstone considering hydromechanics

被引:21
作者
Chao, Zhiming [1 ,3 ]
Ma, Guotao [2 ]
Wang, Meng [3 ]
机构
[1] Sichuan Univ, Key Lab Sichuan Prov, Failure Mech & Engn Disaster Prevent & Mitigat, Chengdu 610065, Peoples R China
[2] Univ Warwick, Sch Engn, Coventry CV4 7AL, W Midlands, England
[3] Sichuan Univ, Coll Architecture & Environm, MOE Key Lab Deep Underground Sci & Engn, Chengdu 610065, Sichuan, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Low-permeability sandstone; Permeability; Hydromechanics; Triaxial compression experiments; Finite Element Method; GAS-STORAGE; RESERVOIR ROCKS; SALT CAVERN; STRESS; COAL; PRESSURE; TEMPERATURE; EVOLUTION; MUDSTONE; BRITTLE;
D O I
10.1016/j.mechmat.2020.103454
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper proposed a novel approach, which combines an analytical model and a formula fitting function, to determine the hydromechanical relationships between the porosity and the permeability of low-permeability sandstone (LPS) that is further applied for the hydromechanical modelling. Then, several gas permeability experiments are conducted to measure the permeability and porosity of LPS under different confinement pressure. In conjunction with the Finite Element Method, the fracture propagation processes of LPS, which take physical triaxial experiments as reference experiments, are simulated by the considering hydromechanics. The results demonstrate that the absolute permeability is exponentially related to the porosity of LPS. Additionally, the porous media nonlinear elastic model and the modified Drucker-Prager cap plasticity model can accurately describe the deformation process of LPS. The simulation results correlate well with the experimental counterparts while being less scattered than the experimental data. This demonstrates the effectiveness of the proposed method in characterizing fracture properties of LPS considering hydromechanics.
引用
收藏
页数:12
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