Residual Fatigue Properties of Asphalt Pavement after Long-Term Field Service

被引：37

作者：

Cui, Peide ^{[1
]}

Xiao, Yue ^{[1
]}

Fang, Mingjing ^{[2
]}

Chen, Zongwu ^{[3
]}

Yi, Mingwei ^{[4
,5
]}

Li, Mingliang ^{[4
]}

机构：

[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China

[2] Wuhan Univ Technol, Sch Transportat, Wuhan 430070, Peoples R China

[3] China Univ Geosci Wuhan, Fac Engn, Wuhan 430074, Peoples R China

[4] Minist Transport, Res Inst Highway, Beijing 100088, Peoples R China

[5] Natl Engn Res Ctr Rd Maintenance Technol, Beijing 100095, Peoples R China

来源：

MATERIALS | 2018年 / 11卷 / 06期

关键词：

asphalt pavement; fatigue property; pavement failure; long-term field service; VOLATILE ORGANIC-COMPOUNDS; RECYCLED ASPHALT; MIXTURES; PERFORMANCE; TEMPERATURE; RESISTANCE; EMISSIONS; BEHAVIOR; CRACKING; FAILURE;

D O I：

10.3390/ma11060892

中图分类号：

O64 [物理化学（理论化学）、化学物理学];

学科分类号：

070304 ; 081704 ;

摘要：

Asphalt pavement is widely used for expressways due to its advantages of flexibility, low cost, and easy maintenance. However, pavement failures, including cracking, raveling, and potholes, will appear after long-term service. This research evaluated the residual fatigue properties of asphalt pavement after long-term field service. Fatigue behavior of specimens with different pavement failure types, traffic load, service time, and layers were collected and characterized. Results indicate that after long-term field service, surface layer has a longer fatigue life under small stress levels, but shorter fatigue life under large stress levels. Longer service time results in greater sensitivity to loading stress, while heavier traffic results in shorter fatigue life. Surface and underneath layers present very close fatigue trend lines in some areas, indicating that the fatigue behavior of asphalt mixture in surface and underneath layers are aged to the same extent after eight to ten years of field service.

引用

页数：13

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