A5073431580- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Stabilization
- Geotechnical Engineering and Analysis
- Grouting, Rheology, and Soil Mechanics
- Drilling and Well Engineering
- Rock Mechanics and Modeling
- Hydraulic Fracturing and Reservoir Analysis
- Numerical methods in engineering
- Seismic Imaging and Inversion Techniques
- Dam Engineering and Safety
- Geotechnical Engineering and Soil Mechanics
- Groundwater flow and contamination studies
- Landslides and related hazards
- Fatigue and fracture mechanics
- Structural Behavior of Reinforced Concrete
- Icing and De-icing Technologies
- Thermal Radiation and Cooling Technologies
- CO2 Sequestration and Geologic Interactions
- Surface Modification and Superhydrophobicity
- Nanomaterials and Printing Technologies
- Fluid Dynamics Simulations and Interactions
- Structural Analysis and Optimization
- Enhanced Oil Recovery Techniques
- Heat and Mass Transfer in Porous Media
- Seismology and Earthquake Studies
China United Network Communications Group (China)
2025
China University of Mining and Technology
2018-2024
Ruhr University Bochum
2020-2024
Tongji University
2015-2024
Chongqing University
2024
Institute of Engineering Thermophysics
2024
China Academy of Railway Sciences
2024
Institute of Computing Technology
2024
Hong Kong University of Science and Technology
2023
University of Hong Kong
2023
Abstract A photo‐ and electro‐thermal film can convert sunlight electricity into heat to solve icing problems. Combination of them provides an efficient strategy for all‐day anti‐/de‐icing. However, only opaque surfaces have been reported, due the mutual exclusiveness between photon absorption transmission. Herein, a highly transparent scalable solution‐processed photo‐electro‐thermal is which exhibits ultra‐broadband selective spectrum separate visible light from countertrend suppress...
The application of solar-thermal surfaces for antifrosting and defrosting has emerged as a passive environmentally friendly approach to mitigate the negative consequences frost formation, such structural damage reduced heat transfer efficiency. However, achieving robust all-day frostphobicity solely through interfacial modification effects is challenging in practical applications: thick that accumulates at night strongly scatters solar radiation, rendering coatings ineffective during...
Grouting is widely used for mitigating the seepage of underground water and enhancing stability fractured rock mass. After injection, viscosity grout gradually increases until solidification. Conventional multifield analysis models ignoring such effects greatly overestimate penetration region grouted structures. Based on 3D unified pipe-network method (UPM), we propose a novel numerical model considering time-dependent grout, therein being quasi-implicit approach high efficiency. The...
In grouting process, filtration is the retention and adsorption of cement-grout particles in a porous/fractured medium. Filtration partly/even completely blocks transportation channels medium, greatly decreasing its permeability. Taking into account effects essential for accurately estimating grout penetration region. this paper, 3D unified pipe-network method (UPM) adopted simulating process fractured porous considering effects. The assumed to exhibit two-phase flow, depend on not only...
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In this paper, we first recapitulate some basic notions of the CO 2 sequestration and numerical model. Next, a mixed model is employed into framework, for simulating geological processes. The last part paper makes extensions to evaluation effectiveness with respect atmospheric pressure, formation temperature, initial reactant concentration, fracture aperture, dip. results show that reactive Portland cement has great impact on sequestration, while proposed robust in simulation.
The limit equilibrium method (LEM) and the finite-element (FEM) commonly have been used in design to calculate factors of safety (FS) against deep-seated failure deep-mixed (DM) column-supported embankments over soft clays. Previous studies showed that LEM with conventional equivalent-area (EAM) for column foundations yields higher FS than three-dimensional (3D) FEM individual columns. This study investigated columns using 3D EAM. roles DM clays stability were assessed by performing a...