A5051594174- Landfill Environmental Impact Studies
- Groundwater flow and contamination studies
- Soil and Unsaturated Flow
- Electrokinetic Soil Remediation Techniques
- Geotechnical Engineering and Soil Stabilization
- Grouting, Rheology, and Soil Mechanics
- Geotechnical Engineering and Underground Structures
- Odor and Emission Control Technologies
- Heavy metals in environment
- Urban Stormwater Management Solutions
- Geochemistry and Geologic Mapping
- Environmental and Social Impact Assessments
- Coal Properties and Utilization
- Hydraulic Fracturing and Reservoir Analysis
- Adsorption and biosorption for pollutant removal
- Geomechanics and Mining Engineering
- Geoscience and Mining Technology
- Underground infrastructure and sustainability
- Environmental remediation with nanomaterials
- Field-Flow Fractionation Techniques
- CO2 Sequestration and Geologic Interactions
- Municipal Solid Waste Management
- Aerosol Filtration and Electrostatic Precipitation
- Probabilistic and Robust Engineering Design
- Geochemistry and Elemental Analysis
Zhejiang University
2016-2025
Zhejiang Province Institute of Architectural Design and Research
2022-2025
Zhejiang Ocean University
2021
University of Architecture, Civil Engineering and Geodesy
2021
Institute of Hydrology of the Slovak Academy of Sciences
2016
An analytical model for degradable organic contaminant transport in a triple liner consisting of geomembrane (GMB), geosynthetic clay (GCL), and an attenuation layer (AL) was developed. Both advective through the defects GMB diffusive intact are considered. The dimensionless solution semi-infinite bottom boundary condition obtained by using Laplace transformation. method separation variables used case with fixed concentration condition. For condition, Damkohler number Q=1, CN flux FN...
The vertical cut-off wall is a practical means of site contamination control. It great importance to predict the service time wall. Previous analytical models on simulation neglected existence aquifer, which can lead errors. An model was developed for contaminant transport in and an aquifer system. Three cases were considered – that is, advection diffusion towards same direction, opposite direction pure case. solution obtained by using Laplace transform binomial theorem. Increasing scale...