A5059600123- Rock Mechanics and Modeling
- Geomechanics and Mining Engineering
- Geoscience and Mining Technology
- Tailings Management and Properties
- Geotechnical and Geomechanical Engineering
- Geotechnical Engineering and Underground Structures
- Landslides and related hazards
- Mineral Processing and Grinding
- Geophysical Methods and Applications
- Underground infrastructure and sustainability
- Mine drainage and remediation techniques
- EEG and Brain-Computer Interfaces
- Civil and Geotechnical Engineering Research
- Adsorption and Cooling Systems
- Grouting, Rheology, and Soil Mechanics
- Particle accelerators and beam dynamics
- Hydraulic Fracturing and Reservoir Analysis
- Neural Networks and Applications
- Face recognition and analysis
- Brain Tumor Detection and Classification
- Catalytic Processes in Materials Science
- Advanced Combustion Engine Technologies
- Extenics and Innovation Methods
- Image Processing and 3D Reconstruction
- Vehicle emissions and performance
Jiangxi University of Science and Technology
2013-2025
Chongqing Technology and Business University
2025
Ministry of Ecology and Environment
2021-2024
Xi’an University
2024
Xi'an University of Technology
2024
Alibaba Group (United States)
2024
University of Science and Technology Beijing
2011-2024
Northwestern Polytechnical University
2024
Shandong University
2020-2024
Xi'an University of Science and Technology
2020
Parallelepipeds specimens were made to further investigate the rockburst occurrence mechanism of ore pillars in underground mining units. The investigation was carried out with uniaxial compression systems and real-time testing systems, such as stress, video, acoustic emission, combined digital image correlation (DIC) SEM electron microscope scanning technology, systematically analyze evolution pillars, strain field characteristics, emission mesoscopic characteristics fracture, morphology...
Abstract Prediction of permeability changes in surrounding rock induced by engineering disturbances is crucial for mitigating tunnel water inrush accidents. This study investigates the progressive failure characteristics and evolution hard soft rocks subjected to triaxial compression. A series laboratory tests were conducted at confining pressures ranging from 4 20 MPa. Experimental results demonstrate that variation with strain shows three distinct stages: an initial decrease, a stage rapid...