Influence of bedding orientation on shale damage evolution:A combined in-situ micro-CT and digital volume correlation investigationOA
The bedding structure of shale significantly influences its mechanical anisotropy.However,the meso-scale anisotropic control mechanism of bedding on shale damage evolution remains insufficiently understood.This study employs in-situ uniaxial compression CT scanning experiments,combined with grayscale thresholding and deep learning-based image segmentation,to achieve high-precision 3D reconstructions of shale pore-fracture networks.Additionally,by integrating Digital Volume Correlation(DVC)with image analysis,a cross-scale quantitative characterization and synergistic evaluation are conducted,bridging the evolution of microstructural damage with macroscopic full-field deformation in bedded shale.The results reveal that:(1)The dominant geometric factors influencing the complexity of the shale pore-fracture network during loading vary with bedding orientation:number and spatial distribution dominate for 0°shale,volume and area for 30°/60°shale,and coupled geometric parameters for 90°shale.(2)Displacement and strain fields exhibit distinct characteristics related to the bedding angle:0°shale shows quasi-uniform deformation dominated by axial compaction;30°and 60°shales form significant strain concentration bands along bedding planes due to shear slip effects;90°shale is driven by radial tension,leading to tensile strain localization parallel to the bedding direction.(3)The strain accommodation mechanism in shale transitions with the bedding angle:it shifts from being dominated by matrix compaction and diffuse micro-damage at low angles to being primarily controlled by fracture propagation along bedding planes at high angles.In high-angle bedded shale,pre-existing pores and fractures tend to preferentially act as nucleation sites for damage initiation and strain localization.
Liang Zhang;Yingjie Li;Liu Yang;Shengxin Liu;Dejun Liu;Bingqian Wang
School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,ChinaSchool of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,ChinaSchool of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,ChinaInstitute of Geomechanics,Chinese Academy of Geological Sciences,Beijing,100081,ChinaSchool of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,ChinaSchool of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China
建筑与水利
Bedded shaleDeep learningDigital volume correlationMeso-scale damage evolutionStrain localization
《Rock Mechanics Bulletin》 2026 (1)
P.33-53,21
supported by the National Natural Science Foundation of China(Nos.42277167 and 51604275)the Ph.D.Top Innovative Talents Fund of CUMTB(No.BBJ2025085)the Xinjiang Uygur Autonomous Region Special Program for Key R&D Tasks(No.2024B03017)the Fundamental Research Funds for the Central Universities(No.2024ZKPYLJ03).
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