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Brazilian Test for Tensile Failure of Anisotropic Shale under Different Strain Rates at Quasi-static Loading

Author

Listed:
  • Yu Wang

    (Beijing Key Laboratory of Urban Underground Space Engineering, Department of Civil Engineering, School of Civil & Resource Engineering, University of Science & Technology Beijing, Beijing 100083, China)

  • Changhong Li

    (Beijing Key Laboratory of Urban Underground Space Engineering, Department of Civil Engineering, School of Civil & Resource Engineering, University of Science & Technology Beijing, Beijing 100083, China)

  • Yanzhi Hu

    (Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029,China)

  • Tianqiao Mao

    (Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029,China)

Abstract

Shale formations show obvious anisotropic characteristics in their mechanical properties due to pronounced bedding planes and natural fractures. This anisotropic behavior generally creates complex fracturing networks and is crucial to gas shale stimulation. Although much research has been done to study the anisotropic compression behaviors of shale with static and quasi-static strain rates, there are limited investigations addressing the anisotropic tensile behaviors of shale at quasi-static strain rate. In this work, the anisotropic tensile behaviors of Longmaxi shales were studied systematically at different strain rates from 10 −5 to 10 −2 s −1 by performing Brazilian splitting tests. Testing results reveal the tensile strength anisotropy, rate dependency, and the stimulated fracture pattern morphology. The results show that the orientation between the applied force and bedding direction has an obvious effect on the tensile strength and fracture pattern. The rate dependency of shale under different loading rates is different for shale samples with various orientations. It was suggested that a complex tensile fracture pattern can be easily formed when using a high loading rate. The result sheds light on how to stimulate a complex fracturing network during field hydraulic fracturing treatment.

Suggested Citation

  • Yu Wang & Changhong Li & Yanzhi Hu & Tianqiao Mao, 2017. "Brazilian Test for Tensile Failure of Anisotropic Shale under Different Strain Rates at Quasi-static Loading," Energies, MDPI, vol. 10(9), pages 1-11, September.
  • Handle: RePEc:gam:jeners:v:10:y:2017:i:9:p:1324-:d:110713
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    Cited by:

    1. Maria Zoumaki & Konstantinos Tsongas & Dimitrios Tzetzis & Gabriel Mansour, 2022. "Corn Starch-Based Sandstone Sustainable Materials: Sand Type and Water Content Effect on Their Structure and Mechanical Properties," Sustainability, MDPI, vol. 14(14), pages 1-16, July.
    2. Yong Yuan & Changtai Zhou & Zhihe Wang & Jifang Du, 2018. "Joint Elasticity Effect on the Failure Behaviours of Rock Masses using a Discrete Element Model," Energies, MDPI, vol. 11(11), pages 1-14, November.

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