A5057795550- Rock Mechanics and Modeling
- Geoscience and Mining Technology
- Geomechanics and Mining Engineering
- Landslides and related hazards
- CO2 Sequestration and Geologic Interactions
- Methane Hydrates and Related Phenomena
- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Analysis
- Coal Properties and Utilization
- Drilling and Well Engineering
- Grouting, Rheology, and Soil Mechanics
- Geotechnical and Geomechanical Engineering
- Seismic Waves and Analysis
- Seismology and Earthquake Studies
- Geophysical Methods and Applications
- Dam Engineering and Safety
- Soil, Finite Element Methods
- Civil and Geotechnical Engineering Research
- Hydraulic Fracturing and Reservoir Analysis
- Advanced Decision-Making Techniques
- Tunneling and Rock Mechanics
- Seismic Imaging and Inversion Techniques
- Robot Manipulation and Learning
- Natural product bioactivities and synthesis
- Integrated Energy Systems Optimization
Chongqing University
2016-2025
China University of Petroleum, East China
2024
Chongqing Three Gorges University
2024
Shenyang Jianzhu University
2023
Changsha University of Science and Technology
2009-2021
Institute of Rock and Soil Mechanics
2012-2020
University of Science and Technology of China
2014
Ningde Normal University
2012
Xinjiang Institute of Water Resources and Hydropower Research
2012
Southwest Forestry University
2011
Acoustic emission (AE) localization algorithms based on homogeneous media or single-velocity are less accurate when applied to the triaxial experiments. To end, a robust method of AE source using refraction path is proposed. Firstly, control equation established according sensor coordinates and arrival times. Secondly, considering influence time-difference-of-arrival (TDOA) errors, residual governing calculated estimate weight. Thirdly, points in different directions solved Snell's law...
Abstract Long‐term mechanical property is critical for underground energy storage in a salt cavern. Multistage loading has been widely used creep tests to save test time and cost. If the number of stages too small or each stage short, long‐term strength rock difficult determine. For this reason, paper carried out ten‐stage on rock. The about 14 days, total more than 5 months. stress‐strain curve stress‐steady‐state rate obtained from results can be well described by an exponential function....