A5055583862- Geotechnical Engineering and Underground Structures
- Dam Engineering and Safety
- Geotechnical Engineering and Analysis
- Landslides and related hazards
- Geotechnical Engineering and Soil Stabilization
- Rock Mechanics and Modeling
- Water Systems and Optimization
- Geotechnical Engineering and Soil Mechanics
- Grouting, Rheology, and Soil Mechanics
- Microbial Applications in Construction Materials
- Fluid Dynamics Simulations and Interactions
- Geophysical Methods and Applications
- Soil and Unsaturated Flow
- Numerical methods in engineering
- Structural Health Monitoring Techniques
- Tailings Management and Properties
- Groundwater flow and contamination studies
- Hydraulic Fracturing and Reservoir Analysis
- Calcium Carbonate Crystallization and Inhibition
- High-Velocity Impact and Material Behavior
- Mechanical Engineering and Vibrations Research
- Non-Destructive Testing Techniques
- Seismic Performance and Analysis
- Infrastructure Maintenance and Monitoring
- Geomechanics and Mining Engineering
Yellow River Institute of Hydraulic Research
2022-2024
Zhengzhou University
2019-2024
Anhui University of Science and Technology
2020-2024
Dalian University of Technology
2015-2024
Henan Provincial Center for Disease Control and Prevention
2024
Second Hospital of Liaohe Oilfield
2024
Brunel University of London
2024
Henan Province Water Conservancy Survey and Design Research
2020-2023
State Key Laboratory of Coastal and Offshore Engineering
2022
Guangxi University of Science and Technology
2010-2020
A large amount of river silt is continuously dredged and usually dumped in landfills or oceans, resulting land occupation environmental pollution. Traditionally, cement-based materials are used to cement as building materials, which not only increases carbon dioxide emissions but also uses very little silt. In order realize the resource utilization silt, microbial induced calcium carbonate precipitation (MICP) technology, has advantages lower energy consumption, less pollution emissions,...
Contact problems are among the most difficult issues in mathematics and of crucial practical importance engineering applications. This paper presents a scaled boundary finite-element method with B-differentiable equations for 3D frictional contact small deformation elastostatics. Only boundaries system discretized into surface elements by method. The dimension is reduced one. conditions formulated as equations. Newton used to solve governing equation problems. convergence proven theory...
The evaluation of slope stability reliability under the condition incomplete probability information is one most popular issues in geotechnical engineering. key difficulty issue lies how to effectively establish a joint distribution model that conforms characteristics shear strength parameters information. In this paper, based on nonlinear rockfill, will be established using Copula function. Combined with radial basis function network (RBFN), an intelligent response surface method for...
Most of the previous studies focused on mechanical characteristics before stress peak solid waste cemented backfill, but in compression process a body, phenomenon post-peak rebound often occurs. Through uniaxial experiment body composed coal gangue, fly ash, desulfurization gypsum, gasification slag, and furnace bottom this paper analyzed deformation with different mix proportions after peak, established stress–strain curve model rising descending section revealed reasons for secondary...