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Numerical Study of Fracture Network Evolution during Nitrogen Fracturing Processes in Shale Reservoirs

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  • Xiangxiang Zhang

    (School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China
    School of Engineering, University of Tasmania, Hobart, TAS 7005, Australia)

  • Jianguo Wang

    (School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China
    State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China)

  • Feng Gao

    (School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China
    State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China)

  • Xiaolin Wang

    (School of Engineering, University of Tasmania, Hobart, TAS 7005, Australia)

Abstract

This paper develops a numerical model to study fracture network evolution during the nitrogen fracturing process in shale reservoirs. This model considers the differences of incompressible and compressible fluids, shear and tensile failure modes, shale heterogeneity, and the strength and permeability of both shale matrix and bedding planes through the coupling of mechanical-seepage-damage during fracturing fluid injection. The results show that nitrogen fracturing has a lower breakdown pressure and larger seepage zone than hydraulic fracturing under the same injection pressure. Tensile failure was identified as the major reason for the initiation and propagation of fractures. Ignoring the effect of bedding planes, the fracture initiation pressure, breakdown pressure, and fracturing effectiveness reached their maxima when the stress ratio is 1. Under the same strength ratio, the propagation path of the fractures was controlled by the stronger effect that was casused by the bedding angle and stress ratio. With increasing the strength ratio, the fracture number and shearing of the bedding plane increased significantly and the failure pattern changed from tensile-only mode to tensile-shear mode. These analyses indicated that the fracture network of bedding shale was typically induced by the combined impacts of stress ratio, bedding angle and strength ratio.

Suggested Citation

  • Xiangxiang Zhang & Jianguo Wang & Feng Gao & Xiaolin Wang, 2018. "Numerical Study of Fracture Network Evolution during Nitrogen Fracturing Processes in Shale Reservoirs," Energies, MDPI, vol. 11(10), pages 1-22, September.
  • Handle: RePEc:gam:jeners:v:11:y:2018:i:10:p:2503-:d:171139
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    References listed on IDEAS

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    Cited by:

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    2. Li, Ze & Li, Gao & Li, Hongtao & Liu, Jinyuan & Jiang, Zujun & (Bill) Zeng, Fanhua, 2023. "Effects of shale swelling on shale mechanics during shale–liquid interaction," Energy, Elsevier, vol. 279(C).
    3. Peibo Li & Jianguo Wang & Wei Liang & Rui Sun, 2023. "An Analytical and Numerical Analysis for Hydraulic Fracture Propagation through Reservoir Interface in Coal-Measure Superimposed Reservoirs," Sustainability, MDPI, vol. 15(5), pages 1-34, March.

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