Hydraulic fracturing simulation for heterogeneous granite by discrete element method

被引:45
作者
Chen, Wei [1 ]
Konietzky, Heinz [2 ]
Liu, Chao [3 ]
Tan, Xin [4 ]
机构
[1] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Tech Univ Bergakad Freiberg, Inst Geotech, D-09599 Freiberg, Germany
[3] Guangzhou Univ, Sch Civil Engn, Guangzhou 510006, Guangdong, Peoples R China
[4] Hunan Univ, Sch Civil Engn, Changsha 410082, Hunan, 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
Rock mechanics test; Numerical simulation; Hydraulic fracturing; PROPAGATION; STIMULATION; RESERVOIRS; MODEL; COMPRESSION; ROCKS;
D O I
10.1016/j.compgeo.2017.11.016
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this study, a heterogeneous discrete element model of granite was built considering different mineral contacts, different mineral grains, and the percentages of minerals which were obtained from analysis of the gray-scale values of the rock picture. First, the contacts and grains parameters were fixed by simulating triaxial compression and fracture toughness tests. Then, the permeability of the numerical model was calibrated on constant head tests. Finally, a coupled hydro-mechanical code was used to investigate the hydraulic fracturing under different conditions, considering the influences of permeability, fluid viscosity, fluid injection rate, boundary stress, pre-existing cracks, heterogeneity and weak layer.
引用
收藏
页码:1 / 15
页数:15
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