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ORIGINAL RESEARCH article

Front. Earth Sci.

Sec. Geoscience and Society

Volume 13 - 2025 | doi: 10.3389/feart.2025.1567016

This article is part of the Research Topic Exploration, Development, and Protection of Earth’s Resources and Environment: Methods, Techniques, Applications, Prospects, Insights, and Problems View all 35 articles

Research on the evolution mechanism of shale mechanical properties under variable bedding angles

Provisionally accepted
Du Feng Du Feng 1Liang Bing Liang Bing 2Wen Xiaoyong Wen Xiaoyong 3Liu Qian Liu Qian 3Ma Junxiu Ma Junxiu 4Ren Yixing Ren Yixing 5Zhang Mi Zhang Mi 6Liu Jihan Liu Jihan 7Tan Jin Tan Jin 5*
  • 1 School of Mining, Liaoning Technical University, Fuxin, Liaoning Province, China
  • 2 School of Mechanics and Engineering, Liaoning Technical University, Fuxin, Liaoning Province, China
  • 3 Oil & Gas Technology Research Institute of Changqing Oilfield Company, Xi’an, China
  • 4 Oil Production Technology Research Institute, PetroChina Xinjiang Oilfield Company, Karamay, China
  • 5 School of Civil Engineering and Surveying, Southwest Petroleum University, Chengdu, China
  • 6 CNPC Offshore Engineering Company Limited, Beijing, China
  • 7 School of Geodesy and Geomatics, Wuhan University, Wuhan, China

The final, formatted version of the article will be published soon.

    Mechanical properties are significantly influenced by highly developed bedding planes in shales. This leads to incorrect prediction of fracturing parameters, which results in inefficient fracturing reconstruction of shale reservoir. Therefore, it is of great significance to investigate the effect of bedding planes on the mechanical properties of shales and the mechanism of fracturing efficiency. In this paper, uniaxial compression experiments under variable bedding angles are carried out based on the outcrop shale of the Longmaxi Formation in Sichuan, China. Thereafter, the Aramis system is employed to examine the deterioration process and morphology of the specimens, and the Mechanical properties obtained are utilized to investigate the mechanisms through which the bedding plane influences the hydraulic fracturing stimulation. The findings of the study indicate that the compressive strength and modulus of elasticity of the specimens initially decrease and then increase with an increase in bedding angle. When the bedding angle at the range of 0° to 15°, the predominant failure mode observed in the specimens is a mixed failure involving tension and shear, which penetrates the bedding plane. The failure mode observed in the specimen, with a bedding angle of 30° to 60°, is predominantly shear failure along the bedding plane. In specimens subjected to a bedding angle of 75°~90°, failure modes are typically tensile failure parallel to the bedding plane and shear failure along the bedding plane. During hydraulic fracturing, the initial expansion of fractures occurs in a direction perpendicular to the minimum horizontal principal stress. In the event that the model contains bedding planes, the hydraulic fracture tends to expand along the bedding plane following an intersection with the plane. This phenomenon serves to promote a significant extension of the hydraulic fracture. Furthermore, the model incorporating bedding planes exhibits reduced apertures of hydraulic fractures and diminished pressures during the propagation stage of the fractures in comparison to the base model. The research results contribute to a comprehensive understanding of the evolutionary mechanisms governing the mechanical properties of shale reservoirs, as well as the expansion patterns of fractures under hydraulic fracturing stimulation.

    Keywords: Bedding plane, Bedding angle, Shale rock, hydraulic fracturing, Threedimensional discrete lattice method

    Received: 26 Jan 2025; Accepted: 03 Mar 2025.

    Copyright: © 2025 Feng, Bing, Xiaoyong, Qian, Junxiu, Yixing, Mi, Jihan and Jin. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

    * Correspondence: Tan Jin, School of Civil Engineering and Surveying, Southwest Petroleum University, Chengdu, China

    Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.

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