This study systematically analyzes the influence of different combined joint dip angles on rock mass failure modes and damage mechanisms through uniaxial compression tests on granite specimens with prefabricated Y-shaped discontinuities, combined with digital speckle and acoustic emission (AE) monitoring. The results show that as the dip angle of the primary joint increases, the failure mode transitions from overall failure to wedge block ejection and shear failure. A failure mode identification model was established based on main crack dip angle thresholds (40°, 45°), uniaxial compressive strength thresholds (40, 90 MPa), and energy core zone proportion thresholds (20%, 10%), achieving an accuracy of 93.3%. In the overall failure and wedge block ejection modes, a sharp increase in shear crack ratio and a sudden drop in the acoustic emission b-value occur in the high-stress phase (>0.6σc), while in the shear failure mode, significant fluctuations are observed due to the shear-tension alternation, making it difficult to identify a single critical point. Additionally, joint slip in the overall failure and wedge block ejection modes primarily occurs during the failure instability phase (>0.8σc). These findings provide theoretical support for stability evaluation of complex fractured rock masses and practical guidance for engineering safety construction.
Acknowledgments
The work presented in this paper is financially supported by the National Key Research and Development Program of China (No. 2022YFC2903903), the National Natural Science Foundation of China (No. 52374157), the General Project of National Natural Science Foundation of China (No. 52374157), and Ordos Major Science and Technology Program (No. JBGS-2023-003).
Supplementary materials
Supplementary data to this article can be found online at
https://doi.org/10.1016/j.ijmst.2025.04.005.
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