Investigation of the bonding properties of bitumen using a novel modified binder bond strength test

被引:0
|
作者
Zhou, Lu [1 ]
Airey, Gordon [1 ]
Zhang, Yuqing [2 ]
Wang, Chonghui [3 ]
Zhong, Haobai [4 ]
机构
[1] Univ Nottingham, Nottingham Transportat Engn Ctr, Dept Civil Engn, Univ Pk, Nottingham NG7 2RD, England
[2] Southeast Univ, Sch Transportat, Nanjing 211189, Peoples R China
[3] Aston Univ, Dept Civil Engn, Birmingham B4 7ET, England
[4] Tongji Univ, Key Lab Rd & Traff Engn, 4800 Caoan Rd, Shanghai, Peoples R China
基金
中国国家自然科学基金; 英国工程与自然科学研究理事会;
关键词
Bonding properties; Adhesion; Tenacity; Binder bond strength tests; ADHESION;
D O I
10.1016/j.conbuildmat.2024.136784
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The binder bond strength (BBS) test can directly quantify the bonding of bitumen-stone joints. However, the index "bond strength" used in this method cannot provide a clear distinction when evaluating the performance of various bitumen, and some results do not correspond to the field feedback related to the bonding performance. This study introduces a novel modified BBS test using the universal testing machine (UTM). The results of the standard BBS test and the BBS-UTM test on six unmodified bitumens and a styrene-butadiene-styrene modified bitumen (SBSMB) are compared, with the Cantabro loss test to validate the accuracy of the BBS-UTM test. The results show that the "bond energy" can be considered the critical indicator for characterising the bonding performance of different binders. The force-displacement curve in the BBS-UTM test is analysed and provides a mechanistic explanation for the mechanical response of bitumen during pull-off. The four-component test is conducted to link the bitumen composition characteristics to its bonding performance. It is found that bitumen adhesion is correlated to the content of asphaltenes. A higher saturates content shows more contribution of tenacity in the total bond energy, and an excessively high ratio of asphaltenes to resins may result in low bond energy.
引用
收藏
页数:10
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