Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (1): 59-67.doi: 10.16285/j.rsm.2023.5106

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Effect of microscopic damage on tensile failure of laminated shale after CO2-H2O treatment

DU Bu-ge1, ZHANG Guang-qing1, 2, ZHOU Da-wei1, QU Le3, QIU Ren-yi1, FAN Zong-yang1   

  1. 1. College of Petroleum Engineering, China University of Petroleum, Beijing 102249, China; 2. State Key Laboratory of Petroleum and Prospecting, China University of Petroleum, Beijing 102249, China 3. Xi’an Key Laboratory of Tight Oil (Shale Oil) Development, Xi'an Shiyou University, Xi’an, Shaanxi 710065, China
  • Online:2024-01-17 Published:2024-03-21
  • Contact: ZHANG Guang-qing, male, born in1975, PhD, Profeesor, PhD supervisor, research interests: petroleum engineering rock mechanics. E-mail: zhangguangqing@cup.edu.cn
  • About author:DU Bu-ge, male, born in 2000, PhD, focusing on geomechanics of oil and gas. E-mail: 2022310175@student.cup.edu.cn
  • Supported by:
    the National Natural Science Foundation of China (51925405, 52104050, 52004223).

Abstract:

 CO2-H2O can damage the rock microstructure and change the tensile failure characteristics and fracture propagation mode during CO2 fracturing in shale reservoirs. X-ray diffraction (XRD) tests, scanning electron microscope (SEM) observation, and Brazilian tests are conducted to investigate the microscopic damage and failure characteristics, and fracture propagation mode of Longmaxi and Chang-7 shale specimens after CO2-H2O treatment. The results show that the microscopic damage of bedding after CO2-H2O treatment is more significant than that of the matrix. The volume of bedding clay minerals is reduced due to dehydration, the organic matter is extracted and contracted, and the large-size microfractures (10−30 μm in length and 1−5 μm in width) are generated in the laminae distributed along the bedding. Carbonate and feldspar minerals in the matrix are dissolved and induce randomly distributed small-size microcracks (< 1 μm in length and < 0.5 μm in width). After CO2-H2O treatment, the tensile strength of shale decreases, and the anisotropy increases. The failure mode of shale changes from tensile failure to mixed tension-shear failure, and the shear action of specimens loaded vertically to the bedding is stronger. Fracture propagation is restricted by the bedding for specimens loaded vertically to the bedding, leading to fracture propagation along the bedding; for specimens loaded horizontally to the bedding, the bedding exerts stronger constraints on fracture propagation, resulting in fracture propagation merely within the bedding.

Key words: CO2-H2O treatment, shale; tensile failure, bedding, digital image correlation