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A method to experimentally investigate injection-induced activation of fractures

机译:通过实验研究注射诱导的裂缝活化的方法

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摘要

Natural fractures are generally well developed in most hydrocarbon and geothermal reservoirs,which can produce complex fracture networks due to the activation of fractures during hydraulic stimulation.The present paper is devoted to developing a method to investigate the activation characteristics of fracture under injection-shearing coupled condition at laboratory scale.The fluid is injected into the single-fractured granite until the fracture is activated based on the triaxial direct shear tests.The results show that injection process can significantly influence the shear stress distribution field,resulting in release of shear stress and relative slip between the opposite sides of the fractured surface.The injectioninduced activation of fracture is strongly dependent on the stress states.When the normal stress increases,the injection-induced activation pressure increases,and the comparatively high normal stress can restrain the fracture activation.The fracture deformation mechanisms during fluid injection are also discussed preliminarily with the experimental data.The sensitivity of shear stress to fluid injection increases with increase of shear stress level,while it decreases under high normal stress.The results can facilitate our understanding of the natural fracture activation behavior during fluid pressure stimulation.

著录项

  • 来源
    《岩石力学与岩土工程学报(英文版)》 |2020年第6期|1326-1332|共7页
  • 作者单位

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 China;

    University of Chinese Academy of Sciences Beijing 100049 China;

    CNPC Engineering Technology R&D Company Limited Beijing 102206 China;

    PetroChina Tarim Oilfield Company Korla 841000 China;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 China;

    University of Chinese Academy of Sciences Beijing 100049 China;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 China;

    University of Chinese Academy of Sciences Beijing 100049 China;

    University of Lille LaMcube CNRS FRE 2016 59000 Lille France;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 China;

    University of Chinese Academy of Sciences Beijing 100049 China;

  • 收录信息 中国科学引文数据库(CSCD);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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