RETRACTED: Laboratory investigation of the influence of aging and compaction effort on low temperature performance of asphalt mixture containing different percentage of RAP (Retracted article. See vol. 466, 2025)

被引:24
作者
Babagoli, Rezvan [1 ]
Norouzi, Navid [2 ]
Ameli, Alireza [3 ]
机构
[1] Univ Sci & Technol Mazandaran, Fac Civil Engn, POB 48518, Behshahr 78195, Iran
[2] Iran Univ Sci & Technol IUST, Sch Civil Engn, Tehran, Iran
[3] Azad Univ, Dept Civil Engn, Malard Branch, Tehran, Malard, Iran
关键词
Stiffness; Low temperature; Semi-circular bend (SCB); Crack; RAP; FRACTURE-RESISTANCE; BINDER; SPECIMEN; LUCOBITE; PAVEMENT; FATIGUE;
D O I
10.1016/j.conbuildmat.2021.123899
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Substituting the waste Reclaimed Asphalt Pavement (RAP) materials by virgin aggregates not only decrease the need for utilizing virgin aggregate, but also the need for new binder for production of asphalt mixture decreases. As a result, it causes a decrease in environmental problems. One of the chief drawbacks of asphalt mixture is its low resistance against low temperature cracking. In this research a significant quantity of notch cracked semicircular bend specimens exposed to symmetric 3 point bend loading were implemented on various hot-mix asphalt combinations with different compositions. The impact of binder type (58-34S, 58-34 V, 58-28S, and 58-28 V), aging, compaction effort and RAP percentage on low temperature cracking resistance of different mixtures were investigated. The research findings showed that the fracture energy mixtures containing binders V is higher than binders S due to the more recovery potential of V binders in comparison to S binders. As the percentage of RAP increases, the fracture energy decreases. High traffic mix design compared with medium traffic mix design has more binder content which has higher fracture energy. Results revealed that as the percentages of RAP increases, the fracture energy decreases. It can be observed that HT level mixtures with more binder content has more potential for having more fracture energy than MT level traffic does. (c) 2021 Elsevier Ltd. All rights reserved.
引用
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页数:9
相关论文
共 35 条
[1]  
AASHTO T, 2014, 35014 AASHTO T, P350
[2]  
Aghapour M., 2019, P I CIV ENG CONSTR M, P1
[3]   Laboratory evaluation of the effect of reclaimed asphalt pavement on rutting performance of rubberized asphalt mixtures [J].
Ameli, Alireza ;
Babagoli, Rezvan ;
Aghapour, Moslem .
PETROLEUM SCIENCE AND TECHNOLOGY, 2016, 34 (05) :449-453
[4]  
Amirkhanian S., 2016, FHWASC1601 CUNTY TEC
[5]  
[Anonymous], 2015, 10513 AASHT TP
[6]   Stiffness of High-RAP Asphalt Mixtures: Virginia's Experience [J].
Apeagyei, Alex K. ;
Clark, Trenton M. ;
Rorrer, Todd M. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2013, 25 (06) :747-754
[7]   Achieving Desired Volumetrics and Performance for Mixtures with High Percentage of Reclaimed Asphalt Pavement [J].
Aurangzeb, Qazi ;
Al-Qadi, Imad L. ;
Abuawad, Ibrahim M. ;
Pine, William J. ;
Trepanier, James S. .
TRANSPORTATION RESEARCH RECORD, 2012, (2294) :34-42
[8]   Laboratory evaluation of the effect of SBS and Lucobite on performance properties of bitumen [J].
Babagoli, Rezvan ;
Vamegh, Mostafa ;
Mirzababaei, Peyman .
PETROLEUM SCIENCE AND TECHNOLOGY, 2019, 37 (03) :255-260
[9]   Evaluation of Low-Temperature Cracking Performance of Asphalt Pavements Using Acoustic Emission: A Review [J].
Behnia, Behzad ;
Buttlar, William ;
Reis, Henrique .
APPLIED SCIENCES-BASEL, 2018, 8 (02)
[10]   NEW SPECIMEN FOR FRACTURE-TOUGHNESS DETERMINATION FOR ROCK AND OTHER MATERIALS [J].
CHONG, KP ;
KURUPPU, MD .
INTERNATIONAL JOURNAL OF FRACTURE, 1984, 26 (02) :R59-R62