A5101705835- Geotechnical Engineering and Analysis
- Geotechnical Engineering and Underground Structures
- Grouting, Rheology, and Soil Mechanics
- Rock Mechanics and Modeling
- Landslides and related hazards
- Tunneling and Rock Mechanics
- Structural Engineering and Vibration Analysis
- Structural Health Monitoring Techniques
- Civil and Geotechnical Engineering Research
- Geotechnical Engineering and Soil Stabilization
- Railway Engineering and Dynamics
- Climate change and permafrost
- Smart Materials for Construction
- Metallurgy and Material Forming
- Infrastructure Maintenance and Monitoring
- Seismic Performance and Analysis
- 3D Surveying and Cultural Heritage
- Advanced Fiber Optic Sensors
- Dermatologic Treatments and Research
- Mechanical Engineering and Vibrations Research
- Concrete Corrosion and Durability
- Metal Forming Simulation Techniques
- Soil erosion and sediment transport
- Robotic Mechanisms and Dynamics
- Modular Robots and Swarm Intelligence
Southwest Jiaotong University
2021-2024
First Affiliated Hospital of Anhui Medical University
2024
Anhui Medical University
2024
Jiangxi University of Technology
2023
Institute of Science and Technology
2012
Guangzhou Design Institute
2010
The impact of the piston wind caused by vehicle traffic on temperature field distribution tunnel cannot be ignored, especially in spiral tunnels, where is more complicated than that straight tunnels. Based world's longest highway tunnel, this study explores influence fields and proposes a new design method for laying length insulation layer. results show has significant effect tunnel. degree different elements decreases following order: average speed > daily morning rush hour evening hour....
Excessive deformation has been observed during the construction of large-section (over 100 m 2 ) tunnels in soft rock all over world. A case study control for tunnel fractured carbonaceous slate was conducted. Xingzishan tunnel, China, first excavated using three-step reserved core soil excavation method (TRCSEM); however, this resulted serious rockfalls at arch and local collapse. To enhance stability face, three different support systems with relatively stiff structures were proposed...