A5110121139- Rock Mechanics and Modeling
- Landslides and related hazards
- Geotechnical Engineering and Underground Structures
- Tunneling and Rock Mechanics
- Grouting, Rheology, and Soil Mechanics
- Geotechnical Engineering and Analysis
- Drilling and Well Engineering
- Hydraulic Fracturing and Reservoir Analysis
- Geophysical Methods and Applications
- Dam Engineering and Safety
- Geotechnical and Geomechanical Engineering
- earthquake and tectonic studies
- Geomechanics and Mining Engineering
- Geoscience and Mining Technology
- Concrete and Cement Materials Research
- Soil and Unsaturated Flow
- Civil and Geotechnical Engineering Research
- Atmospheric chemistry and aerosols
- CO2 Sequestration and Geologic Interactions
- High-Velocity Impact and Material Behavior
- Structural Response to Dynamic Loads
- Innovative concrete reinforcement materials
- Geotechnical Engineering and Soil Stabilization
- Atmospheric aerosols and clouds
- Numerical methods in engineering
Institute of Rock and Soil Mechanics
2016-2025
University of Chinese Academy of Sciences
2017-2025
Central South University of Forestry and Technology
2024
Northwestern Polytechnical University
2024
Northeastern University
2023-2024
Central South University
2024
Shanghai International Studies University
2023
Guiyang University
2023
Wuhan College
2023
Southwest Jiaotong University
2021
This paper focuses on the evolution processes of different types rockbursts occurring in deep tunnels. A series laboratory tests and in-situ monitoring tunnels excavated by tunnel boring machine (TBM) drill-and-blast (D&B) method have been conducted to understand mechanisms rockbursts, including strain rockburst, strain-structure slip immediate rockburst time-delayed rockburst. Three risk assessment methods are proposed evaluate intensity potential failure depth rockbursts. These can be...
The yield criterion of rock is significant for the identification whole failure process and stability analysis engineering. Studies criteria from energy aspects are critical but rare. This paper investigated using strain a modified compounded mobilized planes (CMP) model. strength were formulated with different combinations stress variables. Based on conventional triaxial true tests, evolution laws mechanical parameters, including elastic parameters parameter, quantitatively determined....
Abstract Layered rocks exhibit notable transverse isotropy and have a significant impact on the deformation failure characteristics of underground structures. To large extent, mechanical properties layered are related to structure stress state their bedding planes. obtain an in‐depth understanding yield rocks, model for incorporating planes weakness volumetric is proposed by improving strain‐hardening/softening ubiquitous‐joint based continuum mechanics methods. In this model, elastoplastic...