Simulation of thermal cracking in anisotropic shale formations using the combined finite-discrete element method

被引:49
作者
Sun, Lei [1 ,2 ]
Liu, Quansheng [1 ]
Grasselli, Giovanni [2 ]
Tang, Xuhai [1 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
[2] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Thermo-mechanical coupled model; Rock anisotropy; Thermal cracking; The combined finite-discrete element method (FDEM); Shale formations; MODEL; FAILURE; GROWTH; PERIDYNAMICS; PARTITION; BEHAVIOR; DAMAGE; MEDIA; CLAY;
D O I
10.1016/j.compgeo.2019.103237
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Thermal cracking widely exists in many geoengineering practices (e.g., geothermal exploitation, nuclear waste disposal and CO2 sequestration), and highly affects the efficiency and safety of the engineering applications. Some of these projects are constructed in shale formations with anisotropic thermal/mechanical properties, which affect the thermal cracking behavior. It is therefore imperative to understand and correctly model the thermo-mechanical (TM) coupling behavior of anisotropic shale rocks for better and safer designs. In this paper, a novel anisotropic TM coupled model, named as Y-TManiso, is proposed to study the heat transfer and thermal cracking process in the anisotropic shale formations based on the combined finite-discrete element method (FDEM). In particular, some inherent characteristics of the shale formations (e.g., material anisotropy, preexisting discontinuities and multiple layers) can be well handled in this model. The performance of this model on temperature field calculation and thermal cracking modelling are confirmed by numerical tests with analytical or experimental solutions. An application test concerned with the thermal cracking in a shale formation is investigated. The results show that the proposed Y-TManiso has implications in the application and design of TM coupling problems in anisotropic shale formations.
引用
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页数:14
相关论文
共 64 条
[1]   Concrete cover requirements for FRP reinforced members in hot climates [J].
Abdalla, H .
COMPOSITE STRUCTURES, 2006, 73 (01) :61-69
[2]  
[Anonymous], 2004, THESIS
[3]  
[Anonymous], 1960, Theory of thermal stresses
[4]  
[Anonymous], 0804 MONT TERR TR
[5]  
[Anonymous], 2013, THESIS
[6]  
[Anonymous], 49 US ROCK MECH GEOM
[7]  
[Anonymous], 40 US S ROCK MECH US
[8]  
[Anonymous], 2014, INT J ENG TECH RES
[9]  
[Anonymous], 1993, COMPUT MECH, DOI DOI 10.1007/BF00372173
[10]   Three-dimensional finite elements with embedded strong discontinuities to model material failure in the infinitesimal range [J].
Armero, F. ;
Kim, J. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2012, 91 (12) :1291-1330