DEM numerical simulation study on fracture propagation of synchronous fracturing in a double fracture rock mass

被引:5
|
作者
Wei-min Yang
Yang Geng
Zong-qing Zhou
Li-ping Li
Cheng-lu Gao
Mei-xia Wang
Dao-sheng Zhang
机构
[1] Shandong University,School of Qilu Transportation
[2] Shandong University,Geotechnical and Structural Engineering Research Center
[3] Shandong University of Science and Technology,State Key Laboratory of Mining Disaster Prevention and Control Co
[4] Yangtze River Scientific Research Institute,founded by Shandong Province and the Ministry of Science and Technology
关键词
Fissure perforation; Synchronous fracturing; Stress shadow effect; Fluid–solid coupling; PFC;
D O I
暂无
中图分类号
学科分类号
摘要
The rational choice of perforation arrangement and injection angle is of great significance to improve the efficiency of synchronous fracturing and to achieve the stimulation of the shale reservoir. In this paper, the influence of perforation angle and perforation arrangement on the crack propagation mechanism and rock failure mode of synchronous fracturing is studied based on the particle discrete element software PFC. Results show that due to the influence of the stress shadow effect, elliptical cutting cracks are produced between perforations during the synchronous fracturing. When the perforations are arranged in alignment, the fracture mode of rock mass between the perforations is single crack cutting failure under low injection angle, and double-crack cutting failure under high injection angle. Meanwhile, when the injection angle tends to the direction of maximum principal stress (θ\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\uptheta$$\end{document} ≥ 60°), the fracturing effect can be greatly improved. In addition, the small perforation spacing under the high principal stress difference is more conducive to the fracturing of the central rock mass. When the perforation is staggered arrangement and the horizontal distance between the perforation centers is the perforation length, it is easy to form the intersection phenomenon of wing cracks under the high principal stress difference, which is more conducive to the realization of fracturing in the central rock mass. In addition, high injection angle is more conducive to the formation of penetrating cracks, but not easy to achieve the central rock mass fracturing. The findings of this study can help for a better understanding of crack propagation law and rock failure mode under different perforation arrangements, which can provide some theoretical guidance for the field synchronous fracturing construction.
引用
收藏
相关论文
共 50 条
  • [31] Influence of hydraulic fracturing on natural fracture in rock mass
    Shi Lu-yang
    Li Jian
    Xu Xiao-rui
    Yu Tian-tang
    [J]. ROCK AND SOIL MECHANICS, 2016, 37 (10) : 3003 - 3010
  • [32] Numerical study of hydraulic fracture propagation accounting for rock anisotropy
    Zeng, Qing-Dong
    Yao, Jun
    Shao, Jianfu
    [J]. JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2018, 160 : 422 - 432
  • [33] Numerical simulation of rock hydraulic fracturing based on peridynamics and quantitative analysis of fracture network
    Hua Tao
    Shen Lin-fang
    Wang Zhi-liang
    Li Ze
    Xu Ze-min
    [J]. ROCK AND SOIL MECHANICS, 2024, 45 (02) : 612 - 622
  • [34] Numerical Study on Crack Propagation in Brittle Jointed Rock Mass Influenced by Fracture Water Pressure
    Li, Yong
    Zhou, Hao
    Zhu, Weishen
    Li, Shucai
    Liu, Jian
    [J]. MATERIALS, 2015, 8 (06) : 3364 - 3376
  • [35] The Numerical Simulation and Characterization of Complex Fracture Network Propagation in Multistage Fracturing with Fractal Theory
    Zhang, Peng
    Pu, Chunsheng
    Shi, Xian
    Xu, Zhiqian
    Ye, Zhengqin
    [J]. MINERALS, 2022, 12 (08)
  • [36] Numerical simulation of fracture propagation guided by radial well assisted preflush acid fracturing
    Qi, Ning
    Gan, Junchong
    Zhang, Zehui
    Liu, Yilong
    Shen, Yuyang
    Liu, Lian
    [J]. Zhongguo Shiyou Daxue Xuebao (Ziran Kexue Ban)/Journal of China University of Petroleum (Edition of Natural Science), 2024, 48 (03): : 101 - 110
  • [37] Hydraulic Fracture Propagation in Rock Mass with XFEM
    L.-Y. Shi
    Y.-K. Shi
    Y.-Y. Song
    [J]. Soil Mechanics and Foundation Engineering, 2023, 60 : 436 - 443
  • [38] Modelling Fracture Propagation in Anisotropic Rock Mass
    Shen, Baotang
    Siren, Topias
    Rinne, Mikael
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (03) : 1067 - 1081
  • [39] Hydraulic Fracture Propagation in Rock Mass with XFEM
    Shi, L. -Y
    Shi, Y. -K
    Song, Y. -Y
    [J]. SOIL MECHANICS AND FOUNDATION ENGINEERING, 2023, 60 (05) : 436 - 443
  • [40] Hydraulic Fracture Propagation in Fractured Rock Mass
    Liu, Taoying
    Sheng, Yeshan
    Li, Qing
    Zhang, Chaoyang
    Cui, Mengyuan
    Yu, Zhanfu
    Cao, Ping
    [J]. APPLIED SCIENCES-BASEL, 2022, 12 (12):