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引用本文:耿韩,李立寒,张磊,BAHIAHussainU.高模量沥青低温抗裂性能的评价指标[J].建筑材料学报,2018,21(1):98-103
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高模量沥青低温抗裂性能的评价指标
耿韩1, 李立寒2, 张磊3, BAHIAHussainU4
1.上海海事大学交通运输学院,上海201306;2.同济大学道路与交通工程教育部重点实验室,上海201804;3.哈尔滨工业大学交通科学与工程学院,黑龙江哈尔滨150090;4.威斯康星大学麦迪逊分校土木与环境工程系,威斯康星麦迪逊53706
摘要:
为评价高模量沥青的低温抗裂性能,选取弯曲蠕变劲度试验、单边切口弯曲梁试验,比较了蠕变劲度、断裂韧度、断裂能等指标的适用性.结果表明:不同种类高模量沥青的断裂韧度存在较大差异,采用蠕变劲度则无法准确评价其低温抗裂性能;沥青的断裂能排序与沥青混合料的临界弯曲应变能排序一致,因此断裂能适宜作为高模量沥青低温抗裂性能的评价指标.鉴于不同种类高模量沥青的低温抗裂性能差异显著,建议通过沥青试验、沥青混合料试验对其低温抗裂性能进行综合评价,以保证高模量沥青材料的应用效果.
关键词:  铺面工程  高模量沥青  低温抗裂性能  蠕变劲度  断裂韧度  断裂能
DOI:103969/j.issn.1007 9629201801016
分类号:
基金项目:国家自然科学基金资助项目(51708342)
Indicators for Low Temperature Cracking Resistance of High Modulus Asphalt Binders
GENG Han1, LI Lihan2, ZHANG Lei3, BAHIA Hussain U4
1.College of Transport and Communications, Shanghai Maritime University, Shanghai 201306, China;2.Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai 201804, China;3.School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China;4.Department of Civil and Environmental Engineering, University of Wisconsin Madison, Madison WI 53706, USA
Abstract:
The bending beam rheometer test and the single edge notch bending test were performed and the applicability of the indicators including creep stiffness, fracture toughness and fracture energy to evaluate the low temperature cracking resistance of high modulus asphalt binders(HMABs) was compared. The results show that the creep stiffness cannot be used to evaluate low temperature cracking resistance of HMABs due to the significant differences in the fracture toughness of different types of HMABs. The fracture energy ranking of asphalt binders is consistent with that of the critical curvature strain energy of asphalt mixtures. The fracture energy is suitable for low temperature cracking resistance evaluation of HMABs. As there are significant differences in low temperature cracking resistance of different types of HMABs, both the asphalt binder test and the asphalt mixture test are suggested to evaluate the low temperature cracking resistance of HMABs to ensure the feasibility of their application.
Key words:  pavement engineering  high modulus asphalt binder(HMAB)  low temperature cracking resistance  creep stiffness  fracture toughness  fracture energy