A5101441194- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Mechanics
- Geotechnical Engineering and Soil Stabilization
- Geotechnical Engineering and Analysis
- Climate change and permafrost
- Railway Engineering and Dynamics
- Civil and Geotechnical Engineering Research
- Structural Behavior of Reinforced Concrete
- Grouting, Rheology, and Soil Mechanics
- Tunneling and Rock Mechanics
- Seismic Performance and Analysis
- Rock Mechanics and Modeling
- Cryospheric studies and observations
- Drilling and Well Engineering
- Landslides and related hazards
- Advanced Manufacturing and Logistics Optimization
- Traffic Prediction and Management Techniques
- Evaluation and Optimization Models
- Soil and Unsaturated Flow
- Corrosion Behavior and Inhibition
- Traffic control and management
- Fluid Dynamics Simulations and Interactions
- Innovative concrete reinforcement materials
- Geotechnical and Geomechanical Engineering
- Structural Engineering and Vibration Analysis
Qingdao University of Technology
2018-2024
Harbin Institute of Technology
2011-2024
Shanghai Tunnel Engineering Rail Transit Design & Research Institute
2022
Heilongjiang Institute of Technology
2018-2022
Northwest Institute of Eco-Environment and Resources
2018-2021
Chinese Academy of Sciences
2018
Qingdao University of Science and Technology
2018
Changchun Municipal Engineering Design and Research Institute (China)
2006
Shaanxi Research Association for Women and Family
2005
Extensive damage to offshore and port structures supported on piles behind a quay wall has been frequently reported as result of soil liquefaction lateral spreading in earthquakes. This study aims explore the dynamic behavior soil-pile-quay (SPQW) system subjected liquefaction-induced terms experimental investigation, numerical simulation, global sensitivity analysis (GSA). A large-scale (1g) shake-table experiment SPQW is presented detail, including sensor arrangement, model configuration,...
Abstract In order to solve the special needs for durability and resistance of concrete materials in power transmission projects Northwest China. Using sodium silicate bentonite as capsule core ethyl cellulose wall, microcapsules were synthesized by physical method. Standard specimens cement-based prepared adding graphene oxide conductive medium. Indoor experiments micro technology used determine optimal ratio graphene-microcapsules, study effects content, microcapsule curing age on...
The pile-supported wharf (PSW) is one of the most common structures in harbor engineering. To investigate dynamic response characteristics PSW, a quasi-static model test PSW–ground system under cyclic lateral loading conducted. deformation and damage processes piles sand stratum are observed obtained. hysteresis systematically explored. strain energy pile group on sloping ground calculated analyzed. results show that there two peak bending moments pile, maximum occurs at top. embedded depth...
The management of equipment allocation for earthmoving operations is a complex dynamic series discrete events. This paper presents common and flexible Petri net model the optimization given construction period, cost labor. A case study was conducted on real project involving operations. data required by research collected on-site. used to represent constraint relationships among various types their assigned tasks. describes process workflow utilization an operation. tested sensitivity...
Expansive soil is widely distributed in seasonally frozen areas worldwide. Due to the special expansion and shrinkage characteristics of expansive related water content, there are potential engineering disasters subgrade slope engineering. To investigate physical mechanical changes within slope, four freeze-thaw cycles tests were performed on models an environmental chamber with ratios 1:1.5, 1:1 1:0.5. Nuclear magnetic resonance (NMR) technology used explain pore during freezing thawing....