Jianzhong Pei

Prof. Jianzhong Pei

School of Highway, Chang’an University

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

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

Representative Publications

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1 September 2020 in Construction and Building Materials
Verified
Journal Article
Closed access
FGFucheng Guo
Fucheng Guo
JPJianzhong Pei
Jianzhong Pei
JZJiupeng Zhang
Jiupeng Zhang
BXBin Xue
Bin Xue
GSGuoqing Sun
Guoqing Sun
LRLi Rui
Li Rui

1 August 2020 in Construction and Building Materials
Verified
Journal Article
Closed access
FGFucheng Guo
Fucheng Guo
JZJiupeng Zhang
Jiupeng Zhang
JPJianzhong Pei
Jianzhong Pei
BZBochao Zhou
Bochao Zhou
Augusto Cannone FalchettoAugusto Cannone Falchetto
Augusto Cannone Falchetto
ZHZhuang Hu
Zhuang Hu

1 November 2018 in Construction and Building Materials
Verified
Journal Article
Closed access
ZCZixuan Chen
Zixuan Chen
JPJianzhong Pei
Jianzhong Pei
RLRui Li
Rui Li
FXFeipeng Xiao
Feipeng Xiao

1 July 2016 in Construction and Building Materials
Verified
Journal Article
Closed access
JZJiupeng Zhang
Jiupeng Zhang
JCJun Cai
Jun Cai
JPJianzhong Pei
Jianzhong Pei
RLRui Li
Rui Li
XCXiangfeng Chen
Xiangfeng Chen

1 May 2019 in Applied Energy
Verified
Journal Article
Closed access
JPJianzhong Pei
Jianzhong Pei
BZBochao Zhou
Bochao Zhou
LLLei Lyu
Lei Lyu

26 July 2017 in International Journal of Pavement Engineering
Verified
Journal Article
Closed access
JZJiupeng Zhang
Jiupeng Zhang
XLXueqian Li
Xueqian Li
Guoqiang LiuGuoqiang Liu
Guoqiang Liu
JPJianzhong Pei
Jianzhong Pei
Asphalt and filler interaction plays a key role on the performances of asphalt mastics and mixtures, while the asphalt and filler interaction ability is in turn affected by the material characteristics. In order to analyse the effects of material characteristics on asphalt and filler interaction, two kinds of matrix asphalt binders and three kinds of fillers were used to prepare asphalt mastics with different filler volume fractions. The dynamic shear rheological properties of these asphalt mastics were measured. The evaluation index K–B–G * was calculated subsequently to analyse the effects of material characteristics on the asphalt and filler interaction ability. The results show that filler volume fraction, filler particle size, SiO2 content and asphalt components had various levels of effects on the asphalt and filler interaction ability. Variance analysis was then conducted to rank these influencing factors from high to low as: (1) filler particle size, (2) asphaltene and resins content, (3) filler volume fraction, and (4) SiO2 content.