Geological discontinuities (e.g., cracks, joints, faults, and cavities) fundamentally alter the integrity and mechanical behavior of rock masses. Under dynamic loading, such discontinuities induce stress concentration, disturb stress-wave propagation, and govern crack evolution, thereby acting as critical triggers fo...
Zeng Ding, Pengxuan Ji, Qian-Bing Zhang· Rock Mechanics and Rock Engi...· 0 citations
Blasting operations during open-pit mining can cause cumulative degradation of slope stability, increasing the likelihood of slope failures. This study investigates the dynamic behaviour and crack-propagation characteristics of rock masses in steep open-pit slopes under impact loading. Magnetite specimens from an open-...
Qing-Fu Zeng, Jun-Hui Cai, Wan-Zhong Zhang et al.· Archives of Mining Sciences· 0 citations
Fracture evolution of rock–backfill composites (RBCs) under complex loading–unloading and dynamic disturbances is critical for stope stability in deep backfill mining. Using PFC3D, this study constructs numerical models of RBCs to investigate this process, considering burial depths (500, 1000, 1500, 2000 m), interface...
Hong-Jian Lu, Zhao-Yang Ren, Fan Jiang· Minerals· 0 citations
The impact behavior of calcareous sand is critical in geotechnical and protective engineering. This study investigates the response of calcareous sand under triaxial stress conditions using an improved actively confined split Hopkinson pressure bar (SHPB) apparatus. The microscopic mechanism was revealed through the...
Lin Wu, Ya-Ru Lv, Wei Wang et al.· Journal of engineering mecha...· 0 citations
The use of recycled aggregates in concrete can lead to structural differences, which in turn affect its fracture behavior. These differences are expected to influence crack propagation and fracture parameters. Therefore, investigating the crack behavior of recycled aggregate concrete (RAC) and applying fracture mec...
S. Nabavian, H. Fallahnejad, A. Gholampour· Structural Concrete· 0 citations
This study investigated the influence of fissure angle and loading rate on the stability of flawed rock masses. Uniaxial compression tests were conducted on sandstone specimens containing a single hole and double fissures, monitored simultaneously by acoustic emission (AE) and digital image correlation (DIC). The cou...
Wen-Pu Li, Xin-Yu Zhang, Tao Zhao et al.· Geomechanics and Geophysics...· 0 citations
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