On the initiation, propagation and reorientation of simultaneously-induced multiple hydraulic fractures

被引:69
作者
Duan, Kang [1 ]
Kwok, Chung Yee [2 ]
Zhang, Qiangyong [3 ]
Shang, Junlong [4 ]
机构
[1] Shandong Univ, Sch Civil Engn, Jinan, Shandong, Peoples R China
[2] Univ Hong Kong, Dept Civil Engn, Hong Kong, Peoples R China
[3] Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan, Shandong, Peoples R China
[4] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore, Singapore
关键词
Hydraulic fracturing; Discrete element method; Stress-shadowing effect; Simultaneous multiple fractures; Formation heterogeneity; FLUID INJECTION; ROCK; PERMEABILITY; GROWTH; SIMULATION; MECHANICS; VISCOSITY; INSIGHTS; FAILURE; MODEL;
D O I
10.1016/j.compgeo.2019.103226
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study aims to uncover the growth characteristics of simultaneously-induced multiple hydraulic fractures using the discrete element method. We evaluate the influences of in-situ states and operational parameters on the fracture trajectories. Results reveal that reservoir heterogeneity magnifies the stress-shadowing effect and causes severe interactions among fractures. Higher effective stress anisotropy offsets the stress-shadowing effect and force the fractures to propagate in the direction of maximum stress and results in relative long parallel fractures. Increasing the spacing can mitigate the stress-shadowing effect to some degree. Injection rate and fluid viscosity have a less significant influence on the interactions among fractures.
引用
收藏
页数:15
相关论文
共 54 条
[1]   Computer simulation of hydraulic fractures [J].
Adachi, A. ;
Siebrits, E. ;
Peirce, A. ;
Desroches, J. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (05) :739-757
[2]   Distinct element modeling of hydraulically fractured Lac du Bonnet granite [J].
Al-Busaidi, A ;
Hazzard, JF ;
Young, RP .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2005, 110 (B6) :1-14
[3]  
Anderson TL, 2017, FRACTURE MECH FUNDAM, DOI DOI 10.1201/9781315370293
[4]   MICROMECHANICS OF STRESS-INDUCED PERMEABILITY ANISOTROPY AND DAMAGE IN SEDIMENTARY-ROCK [J].
BRUNO, MS .
MECHANICS OF MATERIALS, 1994, 18 (01) :31-48
[5]   Application of distinct element methods to simulation of hydraulic fracturing in naturally fractured reservoirs [J].
Damjanac, Branko ;
Cundall, Peter .
COMPUTERS AND GEOTECHNICS, 2016, 71 :283-294
[6]  
Detournay E, 2004, Int J Geomech, V4, P35, DOI [10.1061/(ASCE)1532-3641(2004)4:1(35), DOI 10.1061/(ASCE)1532-3641(2004)4:1(35)]
[7]   Mechanics of Hydraulic Fractures [J].
Detournay, Emmanuel .
ANNUAL REVIEW OF FLUID MECHANICS, VOL 48, 2016, 48 :311-339
[8]   Fracture development in shale and its relationship to gas accumulation [J].
Ding, Wenlong ;
Li, Chao ;
Li, Chunyan ;
Xu, Changchun ;
Jiu, Kai ;
Zeng, Weite ;
Wu, Liming .
GEOSCIENCE FRONTIERS, 2012, 3 (01) :97-105
[9]   Evolution of stress-induced borehole breakout in inherently anisotropic rock: Insights from discrete element modeling [J].
Duan, K. ;
Kwok, C. Y. .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2016, 121 (04) :2361-2381
[10]   Unloading-induced failure of brittle rock and implications for excavation induced strain burst [J].
Duan, Kang ;
Ji, Yinlin ;
Wu, Wei ;
Kwok, Chung Yee .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 84 :495-506