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.
机构:
Sichuan Commun Surveying & Design Inst Co Ltd, 35 Taisheng North Rd, Chengdu, Sichuan, Peoples R ChinaTongji Univ, Key Lab Rd & Traff Engn, 4800 Caoan Rd, Shanghai 201804, Peoples R China
Zheng, Mao
Hao, Gengren
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机构:
Hong Kong Polytech Univ, Hung Hom, 11 Yuk Choi Rd, Hong Kong, Peoples R ChinaTongji Univ, Key Lab Rd & Traff Engn, 4800 Caoan Rd, Shanghai 201804, Peoples R China