Simulation of the interactions between hydraulic and natural fractures using a fracture mechanics approach

被引:37
作者
Janiszewski, Mateusz [1 ]
Shen, Baotang [2 ]
Rinne, Mikael [1 ]
机构
[1] Aalto Univ, Sch Engn, Dept Civil Engn, POB 12100, FI-00076 Espoo, Finland
[2] CSIRO Energy QCAT, 1 Technol Court, Pullenvale, Australia
关键词
Hydraulic fracturing; Fractured rock; FRACOD model; Underground thermal energy storage; HYDROCK; Artificially fractured hard rock aquifer; Granite; ROCK; PROPAGATION; CRITERION; STIMULATION; DEFLECTION; INTERFACES; FAILURE; BRITTLE; INTACT; FRACOD;
D O I
10.1016/j.jrmge.2019.07.004
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
HYDROCK method aims to store thermal energy in the rock mass using hydraulically propagated fracture planes. The hydraulic fractures can interact with the pre-existing natural fractures resulting in a complex fracture network, which can influence the storage performance. This study investigates the interactions between hydraulic and natural fractures using a fracture mechanics approach. The new functionality of the fracture mechanics modelling code FRACOD that enables crossing of hydraulically driven fracture by a pre-existing fracture is presented. A series of two-dimensional numerical models is prepared to simulate the interaction at different approach angles in granitic rock of low permeability. It is demonstrated that multiple interaction mechanisms can be simulated using the fracture mechanics approach. The numerical results are in agreement with the modified Renshaw and Pollard analytical criterion for fracture crossing. The results show that for large approach angles, the hydraulic fracture crosses the natural fracture, whereas for small approach angles, the hydraulic fracture activates the natural fracture and the wing-shaped tensile fractures are propagated from its tips. Thus, the presence of fractures with low dip angles can lead to the growth of more complex fracture network that could impair the thermal performance of the HYDROCK method. (C) 2019 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.
引用
收藏
页码:1138 / 1150
页数:13
相关论文
共 68 条
[1]  
[Anonymous], 1997, ROCK STRESS ITS MEAS, DOI DOI 10.1007/978-94-011-5346-1
[2]  
[Anonymous], P UNC GAS TECHN S SO
[3]  
[Anonymous], 2010, 44 US ROCK MECH S 5
[4]  
[Anonymous], 2017, 51 US ROCK MECH GEOM
[5]   Risk of shear failure and extensional failure around over-stressed excavations in brittle rock [J].
Barton, Nick ;
Shen, Baotang .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2017, 9 (02) :210-225
[6]  
Blanton T.L., 1982, EXPT STUDY INTERACTI
[7]   Observations of Fractures Induced by Hydraulic Fracturing in Anisotropic Granite [J].
Chen, Youqing ;
Nagaya, Yuya ;
Ishida, Tsuyoshi .
ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (04) :1455-1461
[8]   Experimental study of step-displacement hydraulic fracturing on naturally fractured shale outcrops [J].
Cheng, Wan ;
Jin, Yan ;
Chen, Mian .
JOURNAL OF GEOPHYSICS AND ENGINEERING, 2015, 12 (04) :714-723
[9]   A criterion for identifying hydraulic fractures crossing natural fractures in 3D space [J].
Cheng Wan ;
Jin Yan ;
Chen Mian ;
Xu Tong ;
Zhang Yakun ;
Diao Ce .
PETROLEUM EXPLORATION AND DEVELOPMENT, 2014, 41 (03) :371-376
[10]  
CLARK JB, 1949, T AM I MIN MET ENG, V186, P1