Quantitative phase field modeling of hydraulic fracture branching in heterogeneous formation under anisotropic in-situ stress

被引:31
作者
Guo, Jianchun [1 ]
Lu, Qianli [1 ,2 ]
Chen, Hu [2 ,3 ]
Wang, Zhuo [2 ]
Tang, Xuhai [4 ]
Chen, Lei [2 ]
机构
[1] Southwest Petr Univ, State Key Lab Oil & Gas Reservoir Geol & Exploita, Chengdu 610500, Sichuan, Peoples R China
[2] Mississippi State Univ, Dept Mech Engn, Mississippi State, MS 39762 USA
[3] Tsinghua Univ, Sch Mat Sci & Engn, Minist Educ, Key Lab Adv Mat, Beijing 100084, Peoples R China
[4] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
基金
国家杰出青年科学基金;
关键词
Numerical simulation; Phase field; Hydraulic fracturing; Branching; Heterogeneous; Anisotropic; FINITE-ELEMENT-METHOD; DYNAMIC CRACK; PROPAGATION; GROWTH; OIL;
D O I
10.1016/j.jngse.2018.06.009
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Unconventional reservoir hydraulic fracturing is often characterized with diverting and branching. A fundamental understanding of the fracture branching mechanism remains elusive due to the complicated fusion of geo stress, formation heterogeneity and pre-existed complex natural fracture topologies. Existing sharp fracture models such as, finite-element method (FEM) and its modified versions, often suffer in complex fracture topologies owing to the computationally expensive remeshing when fracture diverts and/or branches. In this paper, phase-field modeling (PFM) is proposed to quantitatively investigate the hydraulic fracture branching condition in heterogeneous formation under anisotropic in-situ stress. The PFM is featured with the diffusive interface, enabling it to automatically capture the fracture branching and diverting without the need of tracking the fracture interface. The model is first verified in predicting the fracture width, stress distribution and fracture propagation via benchmark examples, followed by the comprehensive investigation on hydraulic fracture branching in a heterogeneous formation where a rock strip is laid across the shale main formation with anisotropic in-situ stress. Parametric study shows no branching occurs when the hydraulic fracture propagates towards soft strip (e.g. soft shale), while fracture branches when it propagates towards stiff strip (e.g. hard shale or sandstone) as long as the Young's modulus ratio (E-R = E-strip/E-main) exceeds a critical value. Such a critical value increases as the principal in-situ stress difference (S-d) goes up. Finally, the hydraulic fracture branching is quantified in terms of the deviation distance and reentry angle, both of which are found to rise as the E-R increases, and as S-d decreases, which indicates relatively low S-d and high E-R are in favor of increasing the fracture complexity and drainage area. These results could provide valuable insights in predicating and creating complex reservoir hydraulic fracturing patterns.
引用
收藏
页码:455 / 471
页数:17
相关论文
共 57 条
  • [1] Phase-field modeling of ductile fracture
    Ambati, M.
    Gerasimov, T.
    De Lorenzis, L.
    [J]. COMPUTATIONAL MECHANICS, 2015, 55 (05) : 1017 - 1040
  • [2] Phase-field modeling of fracture in linear thin shells
    Amiri, F.
    Millan, D.
    Shen, Y.
    Rabczuk, T.
    Arroyo, M.
    [J]. THEORETICAL AND APPLIED FRACTURE MECHANICS, 2014, 69 : 102 - 109
  • [3] [Anonymous], 2012, SPE ANN TECHN C EXH
  • [4] [Anonymous], 2014, SPE EAGE EUR UNC RES
  • [5] [Anonymous], 44 US ROCK MECH S AM
  • [6] [Anonymous], SPE J
  • [7] [Anonymous], SPE AS PAC UNC RES C
  • [8] The variational approach to fracture
    Bourdin, Blaise
    Francfort, Gilles A.
    Marigo, Jean-Jacques
    [J]. JOURNAL OF ELASTICITY, 2008, 91 (1-3) : 5 - 148
  • [9] Parameters Affecting the Interaction Among Closely Spaced Hydraulic Fractures
    Bunger, A. P.
    Zhang, X.
    Jeffrey, R. G.
    [J]. SPE JOURNAL, 2012, 17 (01): : 292 - 306
  • [10] Numerical modeling of hydraulic fracture problem in permeable medium using cohesive zone model
    Carrier, Benoit
    Granet, Sylvie
    [J]. ENGINEERING FRACTURE MECHANICS, 2012, 79 : 312 - 328