|Table of Contents|

[1] Yang Jun, Lu Haizhu, Yuan Dengquan, Wang Jianwei, et al. Evaluation of modification effect of epoxy resinbased on performance of asphalt mixtures [J]. Journal of Southeast University (English Edition), 2007, 23 (1): 122-126. [doi:10.3969/j.issn.1003-7985.2007.01.024]
Copy

Evaluation of modification effect of epoxy resinbased on performance of asphalt mixtures()
基于沥青混合料性能的环氧树脂改性效果评价
Share:

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
23
Issue:
2007 1
Page:
122-126
Research Field:
Traffic and Transportation Engineering
Publishing date:
2007-03-30

Info

Title:
Evaluation of modification effect of epoxy resinbased on performance of asphalt mixtures
基于沥青混合料性能的环氧树脂改性效果评价
Author(s):
Yang Jun1 Lu Haizhu1 Yuan Dengquan2 Wang Jianwei1
1School of Transportation, Southeast University, Nanjing 210096, China
2 Luwan Administration Bureau of Construction of Shanghai, Shanghai 200020, China
杨军1 陆海珠1 袁登全2 王建伟1
1东南大学交通学院, 南京 210096; 2上海市卢湾区建设委员会, 上海 200020
Keywords:
pavement on steel deck plate content of epoxy resin asphalt mixtures modified by epoxy resin performance modification effect
钢桥面铺装 环氧树脂用量 环氧树脂改性沥青混合料 性能 改性效果
PACS:
U416.217
DOI:
10.3969/j.issn.1003-7985.2007.01.024
Abstract:
Based on the analysis of the main failures discovered in pavement on steel deck plate and the demanding service condition of the pavement on steel deck, high-temperature rutting test, low-temperature bending test and controlled stress flexural fatigue test are used to study the performance of asphalt mixtures modified by epoxy resin including high-temperature stability, low-temperature cracking-resistance, and fatigue cracking-resistance, which are served to evaluate the modification effect of epoxy resin of different contents.With the addition of epoxy resin, all the three performances are improved greatly.However, when the amount of epoxy resin added is over a certain value, the modification effect will be stable with no extra benefit detected.Finally, in terms of the properties of the three respects, 20%, 30%, 30% are given separately as the proposal adding contents.
在分析钢桥面铺装层主要病害和特殊工作环境的前提下, 分别采用高温车辙试验、低温小梁弯曲试验和控制应力小梁弯拉疲劳试验, 研究了不同环氧树脂掺量下的环氧树脂改性沥青混合料的高温稳定性、低温抗裂性和抗疲劳性能.试验结果表明:环氧树脂对这3个方面都有很大的改进效果, 但改性效果和树脂的添加量并不是一个无限递增的关系, 当添加量超过一定数值以后, 改性的效果将趋于平稳.最后就高温、低温、疲劳3个方面分别提出环氧树脂添加量为20%, 30%, 30%的建议值.

References:

[1] Yuan Dengquan.The study on the performance of the asphalt and mixtures modified by epoxy resin[D].Nanjing:School of Transportation of Southeast University, 2006.(in Chinese)
[2] Chen Xianhua.Structure research on steel deck plate with asphalt pavement for Runyang Bridge [D].Nanjing: School of Transportation of Southeast University, 2003.(in Chinese)
[3] The Guiding Bureau for the Construction of the Second Nanjing Yangtze River Bridge of Southeast University.The technology of epoxy asphalt used in the pavement of the Second Nanjing Yangtze River Bridge [R].2003.(in Chinese)
[4] Walter J L, Hicks R, Wilson J E.Impact of variations in material properties on asphalt pavement life-evaluation of warren-scappoose project, FHWA-OR-81-7[R].Oregon:Oregon State University, 1981.
[5] Bild S.Contribution to the improvement of the durability of asphalt pavement on orthotropic steel bridge decks [D].Aachen:RWTH Aachen, 1985.
[6] Nakanishi Hiromitsu, Okochi Takara, Goto Koji.The structural evaluation for an asphalt pavement on a steel plate deck[C]//Proc of the 1st Int Conf on World of Asphalt Pavements, Session 2B. Sydney, 2000:112-123.
[7] Wu Guofu, Zou Hongde.Experimental investigation on evaluation indexes of megathermal stability of asphalt mixture[J].Municipal Engineering Technology, 2005, 23(6):345-348.(in Chinese)
[8] Li Jing.Cracking resistance of asphalt mixtures under low temperature [J]. Technology of Road and Transportation, 2005, 22(4):9-12.(in Chinese)
[9] Deng Xuejun, Huang Xiaoming.Principle and method of road design [M].Beijing:China Communications Press, 2001.(in Chinese)
[10] Van Dijk W, Moreand H, Quedeville.The fatigue of bitumen and bituminous mixes[C]//Proc of the 3rd Int Conf on Structure Design of Asphalt Pavement.London, 1972, 1:354-366.

Memo

Memo:
Biography: Yang Jun(1968—), female, doctor, professor, yangjun@seu.edu.cn.
Last Update: 2007-03-20