Laboratory hydraulic fracturing test on large-scale pre-cracked granite specimens

被引:50
|
作者
Mao, Ruibiao [1 ]
Feng, Zijun [1 ]
Liu, Zhenghe [1 ]
Zhao, Yangsheng [1 ]
机构
[1] Taiyuan Univ Technol, Coll Min Engn, Taiyuan 030024, Shanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Pre-manufactured crack; Acoustic emission; Tri-axial stress; Hydraulic fracturing; Horizontal stress difference; Crack deflection; MOMENT TENSOR ANALYSIS; TRIAXIAL COMPRESSION; CLASSIFICATION; CONCRETE; CRACKING; SYSTEM; ROCK;
D O I
10.1016/j.jngse.2017.03.037
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
Hydraulic fracturing could be a useful method for controlling the propagation path of cracks near an injection borehole by means of the perforating technique, pre-manufactured cracks, or the natural defects of the rock mass. The crack propagation path is not commonly along a fixed direction. Rather, it is likely to deflect gradually toward the direction of maximum horizontal stress. In order to study the behaviours of crack deflection in the hydraulic fracturing process, granite specimens having a through hole with pre-manufactured cracks on both sides, with a size of 1000 x 1000 x 1000 mm, were used in fracturing tests. The acoustic emission events during the whole fracturing process were recorded by an acoustic emission measurement system. The value of the horizontal stress difference during the tests clearly impacted the crack propagation path during the fracturing process. (1) New cracks were initiated from the tip of the pre-manufactured crack under the different loading conditions used in the tests, and the pre-manufactured crack was able to supply an initiation point for crack propagation. When the horizontal stress difference approached the average tensile strength value of the specimens, the crack propagation path on the surface of the specimen became irregular. (2) The work done during the hydraulic fracturing process was used mostly to overcome the restriction of the horizontal stress. A greater value of horizontal stress difference resulted in greater curvature of the crack propagation path. Additionally, the value of the horizontal stress difference was in proportion with the value of the energy for crack initiation. (3) The main failure model of the cracks generated during the fracturing process was tensile failure. Shear failure, with the high energy release, occurred mostly at the moment of crack initiation, when crack deflection activities were observed. The cracks generated by shear failure during the fracturing process were usually irregular. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:278 / 286
页数:9
相关论文
共 50 条
  • [41] Laboratory Pulse Test of Hydraulic Fracturing on Granitic Sample Cores from Äspö HRL, Sweden
    O. Stephansson
    H. Semikova
    G. Zimmermann
    A. Zang
    Rock Mechanics and Rock Engineering, 2019, 52 : 629 - 633
  • [42] Stress-path on the hydraulic fracturing test of the clay core of rock fill dams in the laboratory
    Djarwadi, Didiek
    Suryolelono, Kabul B.
    Suhendro, Bambang
    Hardiyatmo, Hary C.
    CIVIL ENGINEERING INNOVATION FOR A SUSTAINABLE, 2015, 125 : 351 - 357
  • [43] Simulating hydraulic fracturing processes in laboratory-scale geological media using three-dimensional TOUGH-RBSN
    Asahina, Daisuke
    Pan, Pengzhi
    Tsusaka, Kimikazu
    Takeda, Mikio
    Bolander, John E.
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2018, 10 (06) : 1102 - 1111
  • [44] Large-scale laboratory investigation of pillar-support interaction
    Chaurasia, Akash
    Walton, Gabriel
    Sinha, Sankhaneel
    Batchler, Timothy J.
    Moore, Kieran
    Vlachopoulos, Nicholas
    Forbes, Bradley
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2025, 17 (01) : 71 - 93
  • [45] Analysis of large-scale performance with supercritical-water fracturing in geothermal resource development
    Liu, Bailong
    Suzuki, Anna
    Yang, Deyi
    Ito, Takatoshi
    GEOENERGY SCIENCE AND ENGINEERING, 2023, 223
  • [46] Application of Dimensional Analysis to Project Laboratory Scale Numerical Modelling Prescribed Hydraulic Fracturing Results to Field Scales
    He, Qingyuan
    Xu, Jinhai
    Oh, Joung
    Zhang, Chengguo
    ENERGIES, 2018, 11 (07)
  • [47] Fatigue tests on large scale concrete specimens using the resonant test principle
    Diederley, Joerg
    Herrmann, Ralf
    Marx, Steffen
    BETON- UND STAHLBETONBAU, 2018, 113 (08) : 589 - 597
  • [48] Acoustic Emission Source Location Monitoring of Laboratory-Scale Hydraulic Fracturing of Coal Under True Triaxial Stress
    Nan Li
    Weichen Sun
    Bingxiang Huang
    Dong Chen
    Shaohua Zhang
    Manyue Yan
    Natural Resources Research, 2021, 30 : 2297 - 2315
  • [49] Acoustic Emission Source Location Monitoring of Laboratory-Scale Hydraulic Fracturing of Coal Under True Triaxial Stress
    Li, Nan
    Sun, Weichen
    Huang, Bingxiang
    Chen, Dong
    Zhang, Shaohua
    Yan, Manyue
    NATURAL RESOURCES RESEARCH, 2021, 30 (03) : 2297 - 2315
  • [50] Numerical simulation of solid diverting particles transport and plugging in large-scale hydraulic fracture
    Lu, Qianli
    Zhang, Hang
    Guo, Jianchun
    Gong, Xinwei
    He, Le
    Zhan, Li
    GEOENERGY SCIENCE AND ENGINEERING, 2025, 244