|Table of Contents|

Influence of different fibers on road performance of SMA(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2011年04期
Page:
16-21
Research Field:
Publishing date:
2011-08-20

Info

Title:
Influence of different fibers on road performance of SMA
Author(s):
LIU Ke-fei12
1. Engineering Research Center of Ministry of Education for Catastrophic Prophylaxis and Treatment of Road and Traffic Safety, Changsha University of Science and Technology, Changsha 410114, Hunan, China; 2. School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha 410004, Hunan, China
Keywords:
road engineering fiber asphalt SMA road performance RSCH
PACS:
U414.75
DOI:
-
Abstract:
Road performance of SMA(stone mastic asphalt)mixture with three various fibers(lignin fiber, mineral fiber, PAN fiber)are studied. Through the DSR(dynamic shear rheometer)test and the BBR(beam bending rheometer)test to evaluate the technical performance of fiber-asphalt glue, the tests reveal that adding fiber in asphalt can improve the high temperature properties of mixture while its low temperature crack resistance decreased, lignocellulosic asphalt glue's low-temperature performance is worse compared with the other two glues. For example of SMA-10, the rutting test, dynamic and static creep tests, RSCH(repeating shear with constant height)test are used to evaluate high-temperature performance of SMA with various fibers. It is pointed that the test results of rutting test, dynamic creep test and RSCH have good correlation, and these results can preferably reflect the influence of various fibers, the riscoelastic constant of dynamic creep test can predict the rutting of asphalt surface, the high-temperature performance of mineral fiber SMA-10 is good compared with the other two mixtures. Through four-points bending fatigue test, it is found that SMA-10 with PAN fiber has the best fatigue property. 10 tabs, 17 refs.

References:

[1] 李闯民.开级配沥青磨耗层(OGFC)的研究[J].公路,2002(3):70-75. LI Chuang-min.Research on open-graded friction courses(OGFC)[J].Highway,2002(3):70-75.
[2]王 辉.不同纤维对SMA路用性能影响研究[D].长沙:长沙理工大学,2007.
[3]王 民,刘 颖,薛 昕,等.高弹体改性SMA在桥面铺装中的应用[J].筑路机械与施工机械化,2010,27(12):66-69. WANG Min,LIU Ying,XUE Xin,et al.Application of high-elastic modified SMA in bridge deck pavement[J].Road Machinery & Construction Mechanization,2010,27(12):66-69.
[4]陈华鑫.纤维沥青混凝土路面研究[D].西安:长安大学,2002.
[5]朱朝辉.外掺纤维沥青混合料的路用性能研究[D].西安:长安大学,2004.
[6]丁智勇.纤维沥青混合料应用研究[D].西安:长安大学,2004.
[7]Freeman R B,Barati J L,Amirkhanian S N.Polyester fibers in asphalt paving mixtures[J].Journal of Assoc Asphalt Paving Technology,1989,58:387-409.
[8]赵 可,卢永贵,魏如喜.SMA高温稳定性研究[J].中国公路学报,2004,17(2):11-17. ZHAO Ke,LU Yong-gui,WEI Ru-xi.Research on high temperature properties of SMA [J].China Journal of Highway and Transport,2004,17(2):11-17.
[9]JTG E42—2005,公路工程集料试验规程[S].
[10]JTG F40—2004,公路沥青路面施工技术规范[S].
[11]赵丽华,孔永健,尚彦宇.纤维对沥青结合料性能改善的研究和分析[J].城市道桥与防洪,2005(6):153-155. ZHAO Li-hua,KONG Yong-jian,SHANG Yan-yu.Study and analysis of performance improvement of fiber for bituminous bound-material[J].Urban Roads Bridges & Flood Control,2005(6):153-155.
[12]张肖宁.沥青与沥青混合料的粘弹性力学原理及应用[M].北京:人民交通出版社,2006.
[13]AASHTO T 315-08,Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer(DSR)[S].
[14]AASHTO T 313-08,Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rjeometer(BBR)[S].
[15]舒富民,钱振东,罗 桑,等.复合式基层长寿命沥青路面设计指标和设计标准研究[J].筑路机械与施工机械化,2007,24(11):28-30. SHU Fu-min,QIAN Zhen-dong,LUO Sang,et al.Research on design index and design standard of perpetual asphalt pavement with composite base[J].Pavement Machinery & Construction Technology,2007,24(11):28-30.
[16]王旭东.沥青路面材料动力特性与动态参数[M].北京:人民交通出版社,2002.
[17]张志祥,陈荣生,白琦峰.LSM沥青混合料疲劳极限的试验研究[J].公路交通科技,2006,23(4):19-22. ZHANG Zhi-xiang,CHEN Rong-sheng,BAI Qi-feng.Laboratory study of fatigue limit of LSM base mixtures[J].Journal of Highway and Transportation Research and Development,2006,23(4):19-22.

Memo

Memo:
-
Last Update: 2011-08-20