Application of High-Viscosity Modified Asphalt Mixture in Curved Bridge Pavement

被引:3
作者
Wang, Jianwei [1 ,2 ]
Ji, Bifeng [3 ]
Chen, Bin [1 ]
Chen, Songqiang [1 ,4 ]
机构
[1] Hangzhou City Univ, Zhejiang Engn Res Ctr Intelligent Urban Infrastruc, Hangzhou 310015, Peoples R China
[2] Hangzhou Municipal Facil Management Ctr, Hangzhou 310000, Peoples R China
[3] Wenzhou Municipal Adm Ctr, Wenzhou 325000, Peoples R China
[4] Zhejiang Univ, Res Ctr Balanced Bldgs, Hangzhou 310000, Peoples R China
关键词
curved bridge pavement; high-viscosity modified asphalt mixture; performance research; engineering application; TOP-DOWN CRACKING; TEMPERATURE PROPERTIES; PERFORMANCE; CONCRETE;
D O I
10.3390/su15043411
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Curved bridge deck pavement materials are easy to be damaged due to their complex stress conditions. Hence, the application of a high-viscosity modified asphalt mixture in curved bridge deck pavement is studied in this paper. Firstly, the severity of pavement diseases on curved bridge decks was introduced and compared with the deck pavement diseases in straight sections. Then, compared with SBS-modified asphalt mixture SMA-13, the advantages of high-viscosity modified asphalt mixture HM-SMA-13 in resistance to deformation, water damage, shear deformation, and fatigue were analyzed. The results show that HM-SMA-13 has 1.6 times the high-temperature deformation resistance, 1.2 times the shear deformation resistance, 1.1 times the low-temperature performance, 1.05 times the water stability, and 7 times the fatigue resistance of the SMA-13 mixture. Finally, HM-SMA-13 was applied to the curved bridge deck pavement. After one year of operation, slight rutting and cracking appear on the bridge deck pavement, which indicated that HM-SMA-13 is a suitable material for curved bridge pavement.
引用
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页数:15
相关论文
共 38 条
[1]   Investigation on high-viscosity asphalt binder for permeable asphalt concrete with waste materials [J].
Cai, Jun ;
Song, Chen ;
Zhou, Bochao ;
Tian, Yefei ;
Li, Rui ;
Zhang, Jiupeng ;
Pei, Jianzhong .
JOURNAL OF CLEANER PRODUCTION, 2019, 228 (40-51) :40-51
[2]   Investigation on high-temperature performance of waste-based high-viscosity asphalt binders (WHABs) by repeated creep recovery (RCR) test [J].
Cai, Jun ;
Wang, Yansong ;
Wang, Di ;
Li, Rui ;
Zhang, Jiupeng ;
Pei, Jianzhong .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2019, 46 (05) :403-412
[3]   Investigating the Rheological Properties of Styrene-Butadiene-Styrene-Based High-Viscosity Modified Asphalt Using Carbon Nanotubes [J].
Chen, Jiangcai ;
Huang, Zhenfu ;
Wang, Haipeng ;
Yang, Zhenxing ;
Zhang, Tao .
SUSTAINABILITY, 2023, 15 (01)
[4]   Comparisons with high viscosity additive effects on base and modified asphalt [J].
Chen, Xiao ;
Li, Chang ;
Jiang, Yan ;
Zhang, Weiguang ;
Xu, Guangji .
PETROLEUM SCIENCE AND TECHNOLOGY, 2019, 37 (11) :1331-1337
[5]   Durability evaluation of easy compaction and high-durability ultra-thin overlay [J].
Ding, LongTing ;
Wang, Xuancang ;
Zhang, Kaixing ;
Zhang, Mengyuan ;
Yang, Jia ;
Chen, Zhao .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 302
[6]   Laboratory investigation of the recycled asphalt concrete with stable crumb rubber asphalt binder [J].
Ding, Xunhao ;
Chen, Luchuan ;
Ma, Tao ;
Ma, Haixia ;
Gu, Linhao ;
Chen, Tian ;
Ma, Yuan .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 203 :552-557
[7]   Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges [J].
Geng, Li-tao ;
Xu, Qian ;
Ren, Rui-bo ;
Wang, Li-zhi ;
Yang, Xin-long ;
Wang, Xiao-ying .
ROAD MATERIALS AND PAVEMENT DESIGN, 2017, 18 (01) :208-220
[8]   Laboratory investigation of OGFC-5 porous asphalt ultra-thin wearing course [J].
Hu, Mingjun ;
Li, Lihan ;
Peng, Fangxing .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 219 :101-110
[9]  
Hu XD, 2016, ADVANCES OF TRANSPORTATION: INFRASTRUCTURE AND MATERIALS, VOL 1, P210
[10]  
Huang WK, 2015, AER ADV ENG RES, V26, P935