A5102007553- Recycled Aggregate Concrete Performance
- Innovative concrete reinforcement materials
- Rock Mechanics and Modeling
- High-Velocity Impact and Material Behavior
- Structural Response to Dynamic Loads
- Innovations in Concrete and Construction Materials
- Concrete and Cement Materials Research
- Structural Behavior of Reinforced Concrete
- Spacecraft and Cryogenic Technologies
- Fatigue and fracture mechanics
- Heat Transfer and Boiling Studies
- Structural Load-Bearing Analysis
- Landslides and related hazards
- Heat Transfer and Optimization
- Concrete Corrosion and Durability
- Soil and Unsaturated Flow
- Tunneling and Rock Mechanics
- Geotechnical Engineering and Soil Mechanics
- Geophysical Methods and Applications
- Grouting, Rheology, and Soil Mechanics
- Bladed Disk Vibration Dynamics
- GaN-based semiconductor devices and materials
- Seismic and Structural Analysis of Tall Buildings
- Geotechnical Engineering and Underground Structures
- Geotechnical and Geomechanical Engineering
Xihua University
2022-2025
Foshan University
2024-2025
South China University of Technology
2016-2024
Sichuan University
2018-2022
State Key Laboratory of Hydraulics and Mountain River Engineering
2019-2020
In recent years crushing waste brick to produce recycled aggregates (RBAs) has become a viable solution for reducing environmental pollution and addressing the natural resource shortage in civil engineering. To promote widespread use of aggregate concrete (RBAC) construction, this study analyzes existing test results on attributes RBAs compressive mechanical behaviors RBAC. The review indicate significant differences variabilities characteristics compared coarse aggregates. have highest...
Basalt fiber reinforced recycled aggregate concrete (BFRAC) is a high-performance, environmentally friendly material that combines lightweight, high-strength fibers with low-carbon aggregates (RAs), positioned for extensive use in building structures. However, research on its constitutive relationships currently scarce, which partly restricts component design and analysis. In this context, the current study thoroughly explores stress–strain relationship variability of BFRAC under...
Abstract Limestone calcined clay cement (LC3) and recycled aggregates (RAs) are important innovations in civil engineering, offering solutions to the industry’s energy carbon challenges. However, limited research on their combined use has hindered widespread application. This study systematically evaluates LC3-based concrete with both coarse fine RAs, using material testing, cost analysis footprint assessments examine effects of water-to-binder ratio, metakaolin-limestone powder synergy, RA...
In this paper, an internal central single‐cracked disk (ICSCD) specimen was proposed for the study of dynamic fracture initiation toughness sandstone under blasting loading. The ICSCD had a diameter 400 mm disc with 60 long crack. Blasting tests were conducted by using specimens. strain‐time curve obtained from radial strain gauges placed around blast hole. time determined circumferential crack tip. stress history on hole then derived measured through Laplace transform. numerical solutions...
Abstract Brittle material usually contains plenty of cracks or micro‐cracks, which raises a question that how pre‐existing crack affects running as they are approaching. In order to investigate such issue, impact experiments were conducted by using double semi‐circle (DCSC) specimens. Polymethyl methacrylate (PMMA) was selected make the DCSC specimens, and modified SHPB system used perform tests. The finite difference code AUTODYN employed simulate propagation behavior path, simulated paths...