A5101621939- Geotechnical Engineering and Soil Stabilization
- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Analysis
- Civil and Geotechnical Engineering Research
- Landslides and related hazards
- Geotechnical Engineering and Soil Mechanics
- Dam Engineering and Safety
- Railway Engineering and Dynamics
- Geomechanics and Mining Engineering
- Fluid Dynamics and Turbulent Flows
- High-Velocity Impact and Material Behavior
- Asphalt Pavement Performance Evaluation
- Infrastructure Maintenance and Monitoring
- Electromagnetic Launch and Propulsion Technology
- Energetic Materials and Combustion
- Grouting, Rheology, and Soil Mechanics
- Soil, Finite Element Methods
- Rock Mechanics and Modeling
- Advanced Measurement and Detection Methods
- Geotechnical and Geomechanical Engineering
- Simulation and Modeling Applications
- Computational Fluid Dynamics and Aerodynamics
- Vibration and Dynamic Analysis
- Structural Analysis and Optimization
- Landfill Environmental Impact Studies
Central South University
2015-2025
Jinhua Polytechnic
2024
China University of Mining and Technology
2017-2020
University of British Columbia
2020
Guangxi University
2011-2018
National University of Defense Technology
2009-2011
University of Toronto
2009
National University
2006
Michigan State University
1998-2000
Carnegie Mellon University
1996
A time-dependent yield acceleration is adopted to estimate the seismic permanent displacement of anchored slope by establishing a dynamic failure mechanism and an instant mode. real-time equivalent tangential strength envelope determine while considering nonlinear criterion soil. The recursion formulas anchor parameters versus are established decouple relationship between displacement. result indicates that becomes more vulnerable earthquake when parameter soil increases.
To reveal the mechanical behavior and deformation patterns of geotechnical reinforcement materials under tensile loading, a series tests were conducted on plastic geogrid rib, fiberglass gabion steel wire, mesh, mesh. The full force-strain relationships obtained. failure modes different discussed. standard linear three-element model, nonlinear improved Kawabata model employed to simulate curves various materials. main parameters models determined. results showed that brittle occurred in both...
To explore the calculation method of settlement and deformation existing tunnels induced by excavation, energy is adopted to analyze work done with additional loads during excavation stresses caused shield cutter thrust, shell, etc. The study integrates Mindlin’s stress solution three-dimensional Loganathan’s formula determine friction, grouting pressure, stratum loss. primary objective this approach identify tunnel. It envisaged that can be resolved minimizing total potential system....
The geogrid flexible reinforced soil wall is widely used in engineering practice. However, a more comprehensive understanding of the dynamic behavior still required for reasonable application. In order to explore mechanical wall, model test was carried out investigate deformation subjected repeated load. numerical simulation also conducted comparison and extension with regards earth pressure reinforcement strain. change rules face, vertical strain load four frequencies (4, 6, 8 10 Hz)...