Hydrofracturing fluid-weakened shear behavior of sandstone joints

被引:1
|
作者
Song, Jinliang [1 ,2 ]
Cheng, Dongliang [1 ]
Jiang, Annan [1 ]
Hu, Dawei [2 ]
Ma, Jun [1 ]
Ding, Changdong [3 ]
机构
[1] Dalian Maritime Univ, Coll Transportat Engn, Dalian 116026, Liaoning, Peoples R China
[2] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[3] Changjiang River Sci Res Inst, Key Lab Geotech Mech & Engn, Minist Water Resources, Wuhan 430010, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Hydrofracturing fluid treatment; Hydrofracturing fluid-weakened mechanism; Joint fabrication; Shear behavior; Sandstone joint; MECHANICAL-PROPERTIES; ELASTIC-MODULUS; ROCK; INDENTATION; STRENGTH; MODEL; SHALE; LOAD;
D O I
10.1007/s11440-023-02141-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The weakened shear behavior of sandstones induced by hydrofracturing fluids significantly affects the activation of natural fractures during hydraulic stimulation in hydrocarbon and geothermal exploitations. This paper presents an experimental study of characterizing the sandstone joints treated by water-based fracturing fluid (WFF) and acid mixture solution (AMS) treatment that simulate rock joint-hydrofracturing fluid interactions in deep reservoirs during short shut-off times on wells after hydraulic fracturing. Three-dimensional (3D) optical scanning method coupled with 3D rigid engraving was utilized to create replicas of natural rock joint surfaces, and direct shear tests were conducted to probe the shearing behavior of untreated and WFF/AMS-treated replicas with three different roughness levels and under two high normal stresses of 15 and 30 MPa. Microindentation and X-ray diffraction were then performed to investigate the degradation of mechanical properties and potential alterations in composition and microstructure of the hydrofracturing fluid-treated joint surfaces. The results indicate that short-term interactions between the hydrofracturing fluids and sandstone can lead to a reduction in mechanical properties and frictional resistance of the joint surface, ultimately weakening its shearing properties. The decline in mechanical properties observed in the AMS-treated sample is attributed predominantly to the dissolution of QFC (quartz, feldspar, and calcite) and swelling of clay minerals. For the WFF-treated sample, clay mineral swelling and the residual guanidine gum on the joint surfaces remain the primary factors contributing to the reduction in shearing resistance. At high normal stresses of 15 and 30 MPa, joints with different roughnesses exhibit asperity shearing off as the dominant mechanism. Furthermore, an increase in joint roughness leads to a higher friction angle on the joint surface. However, higher normal loads could result in a reduction in apparent cohesion. The results of this study provide valuable insights into the interactions between hydrofracturing fluids and sandstone, as well as the behavior of natural fracture activation during hydraulic fracturing.
引用
收藏
页码:4367 / 4379
页数:13
相关论文
共 50 条
  • [1] The shear behavior of sandstone joints under different fluid and temperature conditions
    Zhang, Qiang
    Li, Xiaochun
    Bai, Bing
    Hu, Haixiang
    ENGINEERING GEOLOGY, 2019, 257
  • [2] Comparison of shear behavior between siltstone/concrete and sandstone/concrete joints
    Gu, XF
    Seidel, JP
    Haberfield, C
    Bouazza, A
    Contribution of Rock Mechanics to the New Century, Vols 1 and 2, 2004, : 971 - 976
  • [3] Experimental Study on the Shear Behavior of Regular Sandstone Joints Filled with Cement Grout
    Yinlong Lu
    Lianguo Wang
    Zhaolin Li
    Haiyang Sun
    Rock Mechanics and Rock Engineering, 2017, 50 : 1321 - 1336
  • [4] Experimental Study on the Shear Behavior of Regular Sandstone Joints Filled with Cement Grout
    Lu, Yinlong
    Wang, Lianguo
    Li, Zhaolin
    Sun, Haiyang
    ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (05) : 1321 - 1336
  • [5] Thermo-mechanical behavior of sandstone joints: Findings from direct shear tests
    Alneasan, Mahmoud
    Alzo'ubi, Abdel Kareem
    ENGINEERING GEOLOGY, 2024, 340
  • [6] Direct shear test of sandstone-concrete joints
    Gu, Xue F.
    Seidel, Julian P.
    Haberfield, Chris M.
    2003, American Society of Civil Engineers (ASCE) (03)
  • [7] Shear Behavior of Anthracite Weakened by Supercritical Carbon Dioxide
    Wei, Jie
    Yao, Hongbo
    ENERGY & FUELS, 2024,
  • [8] DEFORMATION BEHAVIOR, STRENGTH AND INTERACTION OF JOINTS IN SANDSTONE
    WAWERSIK, WR
    JOHNSON, RS
    TRANSACTIONS-AMERICAN GEOPHYSICAL UNION, 1973, 54 (04): : 466 - &
  • [9] Establishment of constitutive relation of shear deformation for irregular joints in sandstone
    Cheng Tan
    Guo Bao-hua
    Sun Jie-hao
    Tian Shi-xuan
    Sun Chong-xuan
    Chen Yan
    ROCK AND SOIL MECHANICS, 2022, 43 (01) : 51 - 64
  • [10] SHEAR BEHAVIOR OF STEEL FRAME JOINTS
    KRAWINKLER, H
    BERTERO, VV
    POPOV, EP
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1975, 101 (11): : 2317 - 2336