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Author:

Cao, Wei (Cao, Wei.) | Li, Xinghai (Li, Xinghai.) | Wang, Yang (Wang, Yang.) | Wang, Chao (Wang, Chao.) (Scholars:王超)

Indexed by:

Scopus SCIE

Abstract:

In order to be used as paving asphalts, bio-oil modified asphalt binders (biobinders) should provide adequate functionality over a wide temperature spectrum in resisting permanent deformation and fatigue cracking. The objectives of this study were to evaluate the rheological behavior and performance of biobinders under intermediate and high temperatures, and to assess the effects of bio-oil modification under a variety of oxidative aging conditions for aging susceptibility of the biobinders. The rheological and performance characterization was based on frequency sweep, linear amplitude sweep, elastic recovery, and multiple stress creep recovery tests. Experimental results indicated that an increase in the bio-oil percentage provided improved fatigue cracking performance but reduced rutting resistance and elastic recovery potential at all aging levels. Oxidative aging produced the reversed effects for both the control and biobinders. Use of bio-oil appeared to abate the aging susceptibility in terms of fatigue cracking resistance, but also rendered the asphalt binders less resistant to aging with regard to elastic recovery potential. The aging susceptibility of the petroleum asphalt and biobinders were similar concerning the rutting resistance. The correlations among the obtained performance parameters verified that the fatigue cracking resistance, rutting resistance, and elastic recovery property of the biobinders at all aging levels were generally in line with those of the petroleum asphalt, and that the biobinders could be potentially utilized as sustainable paving asphalts.

Keyword:

Waste cooking oil Aging index Rutting resistance Viscoelastic continuum damage theory Fatigue cracking Elastic recovery

Author Community:

  • [ 1 ] [Cao, Wei]Beijing Rd Engn Qual Supervis Stn, Beijing Key Lab Highway Engn Mat & Testing & Auth, Beijing 100076, Peoples R China
  • [ 2 ] [Li, Xinghai]Beijing Rd Engn Qual Supervis Stn, Beijing Key Lab Highway Engn Mat & Testing & Auth, Beijing 100076, Peoples R China
  • [ 3 ] [Cao, Wei]Louisiana State Univ, Dept Civil & Environm Engn, 4101 Gourrier Ave, Baton Rouge, LA 70808 USA
  • [ 4 ] [Wang, Yang]Beijing Univ Technol, Dept Rd & Railway Engn, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 5 ] [Wang, Chao]Beijing Univ Technol, Dept Rd & Railway Engn, 100 Pingleyuan, Beijing 100124, Peoples R China

Reprint Author's Address:

  • 王超

    [Wang, Chao]Beijing Univ Technol, Dept Rd & Railway Engn, 100 Pingleyuan, Beijing 100124, Peoples R China

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Source :

JOURNAL OF MATERIALS IN CIVIL ENGINEERING

ISSN: 0899-1561

Year: 2019

Issue: 12

Volume: 31

3 . 2 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:136

JCR Journal Grade:2

Cited Count:

WoS CC Cited Count: 9

SCOPUS Cited Count: 10

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

Online/Total:567/10713684
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