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Development of a Framework for Assessing Bitumen Fatigue Cracking Performance under Different Temperatures and Aging Conditions

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成果类型:
期刊论文
作者:
Lv, Songtao;Ge, Dongdong;Cao, Shihao;Liu, Dingyuan;Zhang, Wenhui;...
通讯作者:
Cabrera, MB
作者机构:
[Zhang, Wenhui; Ge, Dongdong; Cao, Shihao; Lv, Songtao; Cabrera, MB; Borges Cabrera, Milkos; Liu, Dingyuan] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Peoples R China.
[Li, Cheng-Hui] Nanjing Univ, Collaborat Innovat Ctr Adv Microstruct, Sch Chem & Chem Engn, State Key Lab Coordinat Chem, Nanjing 210093, Peoples R China.
通讯机构:
[Cabrera, MB ] C
Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Peoples R China.
语种:
英文
关键词:
failure definition;failure criterion;bitumen fatigue cracking performance;bitumen fatigue failure point
期刊:
Buildings
ISSN:
2075-5309
年:
2024
卷:
14
期:
2
页码:
311-
基金类别:
Conceptualization, S.L., D.G. and M.B.C.; methodology, M.B.C.; software, M.B.C., validation, M.B.C., formal analysis, M.B.C.; investigation, S.C., D.L. and W.Z.; resources, S.L., D.G., C.-H.L. and M.B.C.; data curation, M.B.C.; writing—original draft preparation, M.B.C. and C.L; writing—review and editing, M.B.C. and C.-H.L.; visualization, S.L., D.G. and M.B.C.; supervision, S.L., D.G. and M.B.C.; project administration, S.L., D.G. and M.B.C.; funding acquisition, S.L., D.G., C.-H.L. and M.B.C. All authors have read and agreed to the published version of the manuscript. This research was funded by the Key Laboratory of Road Structure and Material of Ministry of Transport (Changsha), Changsha University of Science & Technology, grant number kfj220305.
机构署名:
本校为第一且通讯机构
院系归属:
交通运输工程学院
摘要:
A full understanding of bitumen fatigue cracking behavior is extremely important as this phenomenon has a considerable influence on bituminous pavement performance. The current framework for assessing this asphalt binder property is inconsistent in ranking bitumen fatigue performance in terms of the failure definition and damage characteristic curve (DCC) analysis. This study used four different types of asphalt binders: neat asphalt (NA), self-healing thermoplastic polyurethane (STP)-modified bitumen, self-healing poly (dimethyl siloxane) crosslinked with urea bond (IPA1w)-modified bitumen, a...

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