Investigation on the cohesion and adhesion behavior of high-viscosity asphalt binders by bonding tensile testing apparatus

被引:34
作者
Cai, Jun [1 ]
Wen, Yong [2 ]
Wang, Di [3 ]
Li, Rui [2 ]
Zhang, Jiupeng [2 ]
Pei, Jianzhong [2 ]
Xie, Jun [4 ,5 ]
机构
[1] Changsha Univ Sci & Technol, Key Lab Special Environm Rd Engn Hunan Prov, Changsha 410114, Hunan, Peoples R China
[2] Changan Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China
[3] Tech Univ Carolo Wilhelmina Braunschweig, Dept Civil Engn ISBS, D-38106 Braunschweig, Germany
[4] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
[5] Changsha Univ Sci & Technol, Key Lab Rd Struct & Mat, Minist Transport Changsha, Changsha 410114, Hunan, Peoples R China
关键词
Cohesion; Adhesion; Binder-aggregate interface; Bonding tensile testing apparatus; Moisture sensitivity; SURFACE FREE-ENERGY; OXYGEN FURNACE SLAG; WARM MIX ASPHALT; PULL-OFF TEST; MOISTURE SENSITIVITY; BITUMINOUS BINDERS; CONCRETE; STRENGTH; BITUMEN; DURABILITY;
D O I
10.1016/j.conbuildmat.2020.120011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The cohesion and adhesion behavior (CAB) in binder-aggregate interface are statistically related to asphalt pavement performance. Although numerous test methods have been developed to evaluate the CAB, the difficulties, such as the classification on failure types of CAB and decisions on test results, still need to be further investigated. In this study, a novel bonding tensile testing apparatus (BTTA) was proposed to investigate the feasibility of distinguishing CAB. Four types of high-viscosity asphalt binders were employed to test their CAB by BTTA, and the results were evaluated by stress-strain curves, tensile (yield) modulus, and fracture (yield) energy. The test reproducibility and influencing factors of BTTA were also investigated. Moreover, a comparison of CAB test results and a validation via the moisture sensitivity of porous asphalt concrete 13 mixtures were made. Results of good reproducibility show BTTA can well distinguish CAB. Thanks to this distinguishability, the decision criteria on validity of test results could be developed. The comparison of CAB test results show that it is of great necessity to distinguish cohesion and adhesion tests for more accurate results. Additionally, results of moisture sensitivity revealed the CAB results could well reflect the moisture sensitivity of asphalt mixture. The significance of this study lies in developing and validating a practical and effective way to distinguish the CAB in binderaggregate interface. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:15
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