Hui Yao

Prof. Hui Yao

Beijing University of Technology, Beijing, China
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 November 2013 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
Hui YaoHui Yao
Hui Yao
Zhanping YouZhanping You
Zhanping You
LLLiang Li
Liang Li
CLChee Huei Lee
Chee Huei Lee
DWDavid Wingard
David Wingard
SGShu Wei Goh
Shu Wei Goh
The objective of this study is to evaluate the rheological properties and chemical bonding of nano-modified asphalt binders blended with nanosilica. In this study, the nanosilica was added to the control asphalt at contents of 4% and 6% based on the weight of asphalt binders. Superpave binder and mixture tests were utilized in this study to estimate the characteristics of the nano-modifed asphalt binder and mixture. The rotational viscosity (RV), dynamic shear rheometer (DSR), bending beam rhometer (BBR), Fourier transform infrared spectroscopy (FTIR), scanning electron microscopy (SEM), asphalt pavement analyzer (APA), dynamic modulus (DM) and flow number (FN) tests were used to analyze rheological properties and chemical bonding changes of the nano-modified asphalt binder and the performance of the nano-modified asphalt mixture. In addition, the performance of nano-modified asphalt after rolling thin-film oven (RTFO) short-term and pressure-aging vessel (PAV) long-term aging was assessed as well...


1 January 2022 in Advances in Colloid and Interface Science
Verified
Journal Article
Closed access
Hui YaoHui Yao
Hui Yao
JLJunfu Liu
Junfu Liu
MXMei Xu
Mei Xu
JIE JIJIE JI
JIE JI
Qingli DaiQingli Dai
Qingli Dai
Zhanping YouZhanping You
Zhanping You

1 January 2013 in Construction and Building Materials
Verified
Journal Article
Closed access
Hui YaoHui Yao
Hui Yao
Zhanping YouZhanping You
Zhanping You
LLLiang Li
Liang Li
SGShu Wei Goh
Shu Wei Goh
CLChee Huei Lee
Chee Huei Lee
Xianming ShiXianming Shi
Xianming Shi


1 March 2017 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
JIE JIJIE JI
JIE JI
Hui YaoHui Yao
Hui Yao
ZSZHI SUO
ZHI SUO
Zhanping YouZhanping You
Zhanping You
HLHaoxin Li
Haoxin Li
LSLijun Sun
Lijun Sun
Traditional rejuvenators normally have a great deal of heavy fuel oils to supply the light oil component of asphalt binders, which decreases throughout a long-term aging process. However, heavy fuel oils can easily volatilize at a high recycling temperature (above 180°C), and this leads to a limited portion of reclaimed asphalt pavement (RAP) materials utilized in the recycled asphalt mixture (with a recycling rate less than 30%). Vegetable oils are rich in unsaturated fatty acids, which are similar to the light oil components, and have a better temperature resistance. Therefore, there is potential that vegetable oils can be utilized to recover the aged asphalt binder based on the asphalt rejuvenating mechanism. In this study, two rejuvenators with waste cooking vegetable oils (corn oil and soybean oil) to replace heavy oils and a commercial rejuvenator were used to recover the aged asphalt (extracted from RAP materials) with different ratios (by weight of asphalt) of 2, 4, 6, 8, and 10%. Dynamic shear rheometer (DSR) and rotational viscosity (RV) tests were used to evaluate the physical properties of the recovered asphalt binder. The low-temperature performance of the recovered asphalt binder was also evaluated by the bending beam rheometer (BBR) test. The laboratory tests and statistical analysis of variance (ANOVA) results show that the vegetable oil rejuvenators can effectively decrease the viscosity and stiffness of aged asphalt binder, which is beneficial for both fatigue and low-temperature cracking resistance. Furthermore, the rejuvenator can lower the viscosity and stiffness of the aged asphalt binder with a larger amount of vegetable oil. Overall, the vegetable oil content (6% to 8%) in the rejuvenator is proposed for recovering the aged asphalt binder in consideration of the rutting resistance under high temperatures.