Micro mechanism investigation of hydraulic fracturing process based a fluid-solid coupling discrete element model

被引:3
作者
Zhu, Yao [1 ]
Liu, Chun [1 ]
Zhang, Hongyong [1 ]
Zhao, Cheng [2 ]
Wang, Baojun [1 ]
Mao, Maoyi [1 ]
Geng, Huan [1 ]
机构
[1] Nanjing Univ, Sch Earth Sci & Engn, Nanjing 210023, Peoples R China
[2] Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Hydraulic fracturing; Numerical simulation; Discrete element method; Fluid-solid coupling; MatDEM; CLOSE-PACKED LATTICE; PROPAGATION; SIMULATION; COALESCENCE; PRESSURE; INITIATION; ROCKS; DEM;
D O I
10.1016/j.compgeo.2024.106640
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Hydraulic fracturing is a critical technology employed in the exploitation of shale gas and the enhancement of geothermal resources. It is important but challenge to investigate the hydraulic fracturing process at the micro scale. Based on the discrete element method, a fluid-solid coupling approach is presented to study the hydraulic fracturing process in a granite block featuring a single fracture. The results indicated that a negative relationship between the initial fracturing pressure and the prefabricated fracture angle. The characteristics and relationship of displacement, stress, pore pressure, micro-crack and energy variation throughout the fracturing process are investigated, with which the hydraulic fracturing process can be divided into three phases: micro-crack development, seepage and macro fracturing. During the numerical simulations, a series of micro-cracks are generated and expanded, and a low pore pressure zone is formed around the tips of the propagating fracture. Such low pore pressure zone promotes the fluid seepage and change the fluid state around the fracture. Based on the received vibration signal, the source and strength of the signal are analyzed. This study presents a novel fluid-solid coupling model for an accurate description of hydraulic fracturing process at micro pore scale.
引用
收藏
页数:13
相关论文
共 60 条
  • [1] Ai C., 2022, Coal Geol. China, V34, P11
  • [2] Simulation of proppant transport at intersection of hydraulic fracture and natural fracture of wellbores using CFD-DEM
    Akhshik, Siamak
    Rajabi, Majid
    [J]. PARTICUOLOGY, 2022, 63 : 112 - 124
  • [3] Bagherian B., 2010, SPE INT C EXH FORM D
  • [4] A Novel Numerical Algorithm for Simulation of Initiation, Propagation and Coalescence of Flaws Subject to Internal Fluid Pressure and Vertical Stress in the Framework of General Particle Dynamics
    Bi, J.
    Zhou, X. P.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (07) : 1833 - 1849
  • [5] Bu X., 2023, SPIE, V12551, P170
  • [6] Determination of dynamic capillary effect on two-phase flow in porous media: A perspective from various methods
    Cai, Jian-Chao
    Chen, Yin
    Qiao, Jun-Cheng
    Yang, Liu
    Zeng, Jian-Hui
    Sun, Chen-Hao
    [J]. PETROLEUM SCIENCE, 2022, 19 (04) : 1641 - 1652
  • [7] Pore-scale modeling of fluid-particles interaction and emerging poromechanical effects
    Catalano, E.
    Chareyre, B.
    Barthelemy, E.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2014, 38 (01) : 51 - 71
  • [8] Numerical study of hydraulic fracturing near a wellbore using dual boundary element method
    Cheng, Shaoyi
    Zhang, Ming
    Zhang, Xi
    Wu, Bisheng
    Chen, Zhaowei
    Lei, Zhengda
    Tan, Peng
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2022, 239
  • [9] Study on CO2 foam fracturing model and fracture propagation simulation
    Cong, Ziyuan
    Li, Yuwei
    Pan, Yishan
    Liu, Bo
    Shi, Ying
    Wei, Jianguang
    Li, Wei
    [J]. ENERGY, 2022, 238
  • [10] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65