A5030600056- Dam Engineering and Safety
- Landslides and related hazards
- Geotechnical Engineering and Analysis
- Groundwater flow and contamination studies
- Grouting, Rheology, and Soil Mechanics
- Rock Mechanics and Modeling
- Geotechnical Engineering and Underground Structures
- Innovative concrete reinforcement materials
- Landfill Environmental Impact Studies
- Concrete and Cement Materials Research
- Soil and Unsaturated Flow
- Geotechnical Engineering and Soil Stabilization
- Hydraulic flow and structures
- Hydraulic Fracturing and Reservoir Analysis
- Hydrology and Sediment Transport Processes
- Geophysical Methods and Applications
- Tunneling and Rock Mechanics
- Geotechnical and Geomechanical Engineering
- Tailings Management and Properties
- Hydrology and Watershed Management Studies
- Mine drainage and remediation techniques
- Underground infrastructure and sustainability
- Geophysical and Geoelectrical Methods
- Asphalt Pavement Performance Evaluation
- Advanced Fiber Optic Sensors
Xi'an University of Technology
2016-2025
China Railway Group (China)
2025
China Railway Eryuan Engineering Group Co.
2025
Yankuang Energy Group Company Limited (China)
2024
Second Affiliated Hospital of Zhejiang University
2024
Shanghai East Hospital
2024
Beijing University of Civil Engineering and Architecture
2023
Shenzhen Institutes of Advanced Technology
2023
University of Chinese Academy of Sciences
2023
Shandong University
2015
Alkali-activated materials are environmentally friendly gelling agents that have been intensively studied in soil solidification over a long period of time. Currently, there is little research on the deformation and damage laws solidified soils during compression failure. This study investigates energy dissipation mechanism plastic model Weibull distribution to explore under different curing ages, moduli, cement, ground granulated blast furnace slag (GGBS), alkali-activator contents further...
Water pipelines in water diversion projects can leak, leading to soil deformation and ground subsidence, necessitating research into monitoring technology. This study conducted model tests monitor around leaking buried using distributed fiber optic strain sensing (DFOSS) technology based on optical frequency domain reflectometry (OFDR). By arranging measurement fibers a pipe–soil model, we investigated how leak location, size, pipe burial depth, flow velocity affect field results. The...
The proportion of railway high-altitude buried tunnels in complex and dangerous mountainous areas southwest China is exceptionally high. With the characteristics suddenness, intermittency, instantaneousness, destruction, inrushinrushing collapse one main risks tunnel construction process. Therefore, design process Hengduan Mountain area, it very important to identify mechanism sudden s inrushing risks, predict spatial location scale possible collapse, formulate corresponding response...
The analysis of slope stability problems in engineering practice requires considerable attention for the three-dimensional (3D) effect plan curvature slope. This paper quantifies this by a dimensionless parameter relative radius (R/H) and proposes set 3D charts that can be used to estimate factor safety (FOS) convex concave slopes view with homogeneous soil, extending those currently regularly straight evaluations. To simplify computational process, an alternative way perform FEM...
The purpose of establishing a tailings dam is to safely store protect the natural environment from damage. Accidents at dams are frequent, however, with serious consequences not only threats life and property but also pollution environment. Many accidents caused by seepage failure. In this paper, object case study Lixi dam. Three- two-dimensional finite element models established. field project under different working conditions simulated position phreatic line obtained. safety factors...