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Experimental Study on the Anisotropic Cracking Behavior of Shale under Compression and Tension
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  • Xiangchao Sheng,
  • Lei Yang,
  • Ningbo Li,
  • Xujin Ma,
  • Xiaolong Wang,
  • Pai Wang
Xiangchao Sheng
Shandong University - Qianfoshan Campus
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Lei Yang
Shandong University - Qianfoshan Campus

Corresponding Author:[email protected]

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Ningbo Li
Shandong University - Qianfoshan Campus
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Xujin Ma
Shandong University - Qianfoshan Campus
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Xiaolong Wang
Shandong University - Qianfoshan Campus
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Pai Wang
Shandong University - Qianfoshan Campus
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Abstract

To gain insight into the anisotropic mechanical properties and failure behavior of shale, the cracking behavior of shale under compression and tension was investigated experimentally from the macroscopic and microscopic perspectives. The uniaxial compression tests were first carried out, and the effects of bedding plane on the generation of microcracks were analyzed through the technology of nuclear magnetic resonance. Then, the Brazilian splitting and confocal laser scanning microscopy tests were performed, and the corresponding relation between the failure mode and the fracture surface morphology was discussed. The results reveal that the mechanical properties and failure modes of shale are affected significantly by the existence of bedding planes. The distribution characteristics of microflaw radius and porosity change significantly due to the action of uniaxial compression, and the highest porosity of newly-generated microcracks is that of the 0° specimen. The newly-generated microflaws in 0°, 30° and 90° specimens are mainly contributed by seepage microflaws, while those in 60° specimen are mainly contributed by capillary microflaws. In the Brazilian splitting test, the fracture surface morphology of the specimen is significantly affected by the bedding angle, and the fracture surface morphology of the specimen is closely related to the failure mode and mechanism.