Xiao Qin

ORCID: 0000-0002-2299-1656
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Research Areas
  • Asphalt Pavement Performance Evaluation
  • Concrete and Cement Materials Research
  • Innovative concrete reinforcement materials
  • Concrete Properties and Behavior
  • Infrastructure Maintenance and Monitoring
  • Smart Materials for Construction
  • Natural Fiber Reinforced Composites
  • Polymer Nanocomposites and Properties
  • Microbial Applications in Construction Materials
  • Polymer composites and self-healing
  • Recycling and utilization of industrial and municipal waste in materials production
  • Transport Systems and Technology
  • Grouting, Rheology, and Soil Mechanics
  • biodegradable polymer synthesis and properties
  • Biocrusts and Microbial Ecology
  • Neural Networks and Reservoir Computing
  • Photonic and Optical Devices
  • Underground infrastructure and sustainability
  • Aerogels and thermal insulation
  • Structural Behavior of Reinforced Concrete
  • Tree Root and Stability Studies
  • Thermal and Kinetic Analysis
  • Constructed Wetlands for Wastewater Treatment
  • Lignin and Wood Chemistry
  • Building materials and conservation

Foshan University
2019-2025

China Telecom (China)
2023

China Telecom
2023

Hohai University
2018-2022

Chang'an University
2017-2021

Sinopec (China)
2021

Inner Mongolia University of Technology
2020

Yancheng Vocational Institute of Industry Technology
2011-2019

Inner Mongolia University
2010

Tsinghua University
1999-2003

10.1016/j.conbuildmat.2017.11.012 article EN Construction and Building Materials 2017-11-11

10.1016/j.conbuildmat.2019.117422 article EN publisher-specific-oa Construction and Building Materials 2019-11-06

Abstract To clarify the effect and mechanism of hindered amine light stabilizer (HALS) on UV aging behavior asphalt binder, T622-HALS was selected as modifier for resistance asphalt. The physicochemical properties microstructure T622 were comprehensively analyzed. stabilizer-modified prepared placed in radiation chamber treatment. Scanning electron microscope atomic force used to analyze microscopic morphology evolution induced by radiation. thermal functional group composition changes...

10.1515/rams-2023-0152 article EN cc-by REVIEWS ON ADVANCED MATERIALS SCIENCE 2024-01-01

The utilization of recycled coarse aggregate derived from construction and demolition waste (CDW) in the road cement stabilized macadam base could effectively alleviate shortage natural sand resources. To explore repairing effect microbial induced carbonate precipitation (MICP) on (RCSM), physical, mechanical, microscopic properties concrete under different precursor concentrations were researched this paper. mechanical RCSM with varying contents analyzed before after repairing. Based...

10.1016/j.cscm.2024.e03516 article EN cc-by-nc Case Studies in Construction Materials 2024-07-10

To clarify the influencing mechanism of superabsorbent polymer (SAP) internal curing agent on carbonation resistance cement concrete, accelerated experiment was conducted to explore effect particle size and dosage SAP depth. The hydration performance internally cured concrete at different ages studied by Fourier transform infrared spectroscopy (FTIR) test X-ray diffraction (XRD) test. Combined with scanning electron microscope (SEM) test, filling microstructure analyzed; meanwhile, influence...

10.1155/2022/3485373 article EN cc-by Advances in Materials Science and Engineering 2022-05-29

In order to provide a reference for the gradation design of dense skeleton asphalt mixtures (DSAM), this study conducts thorough analysis gradual meso-structural response behaviour characteristics mixture main subjected load using digital image processing (DIP) technique. Moreover, optimisation measures and criteria mesoscopic evaluation indices are proposed. The results indicate that aggregates with particle sizes 2.36–4.75 mm can effectively increase number contact points; however,...

10.3390/app9122425 article EN cc-by Applied Sciences 2019-06-14

To explore the absorption characteristics and swelling behaviour of SAPs under different working conditions pavement concrete, optical microscopy was conducted to capture process during period. Then, kinetic parameters were deduced, models developed at temperatures. Furthermore, humidity shrinkage concrete monitored synergistically multiple scales with a cloud signal acquisition system, pore structures hydration products analysed by mercury intrusion porosimetry (MIP) tests scanning electron...

10.1080/10298436.2020.1742334 article EN International Journal of Pavement Engineering 2020-03-22

This paper aims at solving the material durability problem caused by spraying deicing salt on pavement concrete in northern winter. Super absorbent polymer (SAP) was adopted as an internal curing agent to enhance of concrete. Curing parameters including particle size and dosage SAP condition were optimized based mortar tests means grey target decision method. The deterioration rule mechanical properties internally cured different dosages after freeze–thaw cycles explored through rapid test....

10.3390/polym15030476 article EN Polymers 2023-01-17
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