Jun Yang

ORCID: 0009-0004-6427-1931
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About
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Research Areas
  • Asphalt Pavement Performance Evaluation
  • Infrastructure Maintenance and Monitoring
  • Magnetism in coordination complexes
  • Organic and Molecular Conductors Research
  • Smart Materials for Construction
  • Innovative concrete reinforcement materials
  • Geotechnical Engineering and Underground Structures
  • Organometallic Compounds Synthesis and Characterization
  • Polymer Nanocomposites and Properties
  • Magnetic Properties of Alloys
  • Rock Mechanics and Modeling
  • Climate change and permafrost
  • Metal and Thin Film Mechanics
  • Railway Engineering and Dynamics
  • Tribology and Wear Analysis
  • Crystallization and Solubility Studies
  • Transport Systems and Technology
  • Civil and Geotechnical Engineering Research
  • Advanced machining processes and optimization
  • Magnetic properties of thin films
  • Inorganic Fluorides and Related Compounds
  • X-ray Diffraction in Crystallography
  • Corrosion Behavior and Inhibition
  • Adsorption, diffusion, and thermodynamic properties of materials
  • Nanopore and Nanochannel Transport Studies

Shanghai Jiao Tong University
2015-2025

Southeast University
2014-2024

Northwest A&F University
2024

Massachusetts Institute of Technology
2017

China Three Gorges University
2013

University of Waterloo
2013

China Academy of Engineering Physics
2012

Jianghan University
2010

Beijing University of Technology
2010

McGill University
1997

Carbon nanotubes (CNT) hold the potential to enhance performance of construction materials such as asphalt binders and mixtures. With goal designing long-life pavements, this research report investigates laboratory CNT-modified asphalt. Mixing combination conditions including shearing time rate are studied in first step. Then modified asphalts with different CNT contents evaluated by penetration, softening point, ductility indexes. Storage stability is accessed using separation test. After...

10.1080/14680629.2017.1323661 article EN Road Materials and Pavement Design 2017-05-09

10.1016/j.conbuildmat.2019.117947 article EN publisher-specific-oa Construction and Building Materials 2020-01-20

10.1016/j.conbuildmat.2025.140317 article EN Construction and Building Materials 2025-02-19

Freeze-thaw damage is a typical distress incurred in road and railway engineering cold regions. Concrete waterproofing layer commonly used high-speed tracks to prevent the penetration of surface water, however, it cracks easily under thermal stress, especially Recently solutions have been proposed increase layer’s cracking resistance by using asphalt layers. Nonetheless, use emulsified as well dense-graded mixture were not effective enough. To improve effectiveness, this study, mastic was...

10.3390/app8050667 article EN cc-by Applied Sciences 2018-04-25

This paper aims to characterize the three-dimensional (3D) internal structure evolution of asphalt mixtures under freeze–thaw cycles. Asphalt with three levels design void content (3%, 5%, and 7%) were prepared in laboratory. Subsequently, X-ray computed tomography (CT) tests conducted capture two-dimensional (2D) images samples before after testing. A set image processing techniques for reconstructing 3D utilized extract properties, which then used analyze changes air distributions evaluate...

10.3390/app11094316 article EN cc-by Applied Sciences 2021-05-10

Abstract In this study, Provence tomato variety was chosen for investigating the environmental causes of fruit cracking, cracks characteristics, and their propagation prediction in a greenhouse. Fruit bagging approach used to alter temperature humidity create microclimate around induce cracking testing. Results showed that rate increased when environment exceeded 30°C, difference between highest lowest values day greater than 20°C. The aggravated less 20%. proportions top longitudinal ring...

10.1111/jtxs.12845 article EN Journal of Texture Studies 2024-07-11
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