A5087366199- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Mechanics
- Geotechnical Engineering and Soil Stabilization
- Coastal and Marine Dynamics
- Wave and Wind Energy Systems
- Microbial Applications in Construction Materials
- Grouting, Rheology, and Soil Mechanics
- Fluid Dynamics Simulations and Interactions
- Mechanical stress and fatigue analysis
- Landslides and related hazards
- Structural Integrity and Reliability Analysis
- Coastal wetland ecosystem dynamics
- Corrosion Behavior and Inhibition
- Vibration and Dynamic Analysis
- Fluid Dynamics and Vibration Analysis
- Methane Hydrates and Related Phenomena
- Geological formations and processes
- Hydrology and Sediment Transport Processes
- Earthquake and Tsunami Effects
- Dam Engineering and Safety
- Geotechnical Engineering and Analysis
- Hydraulic flow and structures
- Rock Mechanics and Modeling
- Geoscience and Mining Technology
- Structural Load-Bearing Analysis
Zhejiang University
2016-2025
Sanya University
2022-2025
Zhejiang Ocean University
2025
Norwegian Geotechnical Institute
2024
North China Electric Power University
2010-2023
Tianjin University
2021
Ministry of Education
2021
Qingdao University of Science and Technology
2016
North China University of Water Resources and Electric Power
2016
As eco-friendly methods, microbial induced carbonate precipitation (MICP) method was used to reinforce the calcareous sand in South China Sea this paper. The durability characteristics and deterioration mechanism of MICP-reinforced under various environment factors were investigated synthetically based on unconfined compressive strength, mass loss rate microscopic morphology laboratory field experimental study. Results show that, strength value sample is only 35.19 % initial while about 6.69...
In this paper, we presented an integrated numerical model for the wave-induced residual liquefaction around a buried offshore pipeline. present model, unlike previous investigations, two new features were added in model: (i) definition of source term pore pressure generations was proposed and extended from 1D to 2D; (ii) preconsolidation due self-weight pipeline considered. The validated by comparing with experimental data cases without Based on first, examined effects seabed, wave...
The complexity of the loads acting on offshore wind turbines (OWTs) structures and significance investigation structure dynamics are explained. Test results obtained from a scaled turbine model also summarized. is supported monopile, subjected to different types dynamic loading using an innovative out balance mass system apply cyclic/dynamic loads. test show natural frequency increases with number cycles, but reduced rate increase accumulation soil strain level. change found be dependent...
Microbial-induced carbonate precipitation (MICP) is an innovative ground improvement technique that utilizes bacteria to induce calcium cement soil particles. In this paper, the interface strength between calcareous sand and steel was improved using MICP process. The shear behavior MICP-treated investigated experimentally under different cementation levels normal stresses. With increase of CaCO3 content, peak increased, accompanied by obvious volume dilation, corresponding displacement...