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Design method of crumb rubber modified SMA mixture using different additives(PDF)

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

Issue:
2011年03期
Page:
13-16
Research Field:
Publishing date:
2011-06-30

Info

Title:
Design method of crumb rubber modified SMA mixture using different additives
Author(s):
LIU Ya-min1 HAN Sen1 XU Ou-ming2
1. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China; 2. School of Material Science and Engineering, Chang'an University, Xi'an 710061, Shaanxi, China
Keywords:
road engineering asphalt rubber SMA road performance high modulus additive
PACS:
U414.3
DOI:
-
Abstract:
In order to study the design and performance of asphalt rubber SMA mixture, based on the design method of ordinary SMA mixture, three crumb rubbers, one base asphalt and four gap-graded gradations were selected for studying the design progress. Employing wheel tracking test and fatigue test, the effect of several factors, such as asphalt rubber content, SBS and high modulus additive, on high-temperature performance and fatigue resistance of mixture were analyzed. The results indicate that: compared to ordinary SMA mixture, the asphalt rubber SMA mixture has a fewer mineral filler content and a greater air voids; with increasing asphalt content, the high-temperature performance of mixture decrease, while the fatigue resistance is promoted; the results of wheel tracking test and fatigue test have a similar tendency when at greater asphalt content, the performance are promoted obviously by adding high modulus additive into mixture. 4 tabs, 2 figs, 10 refs.

References:

[1] Choubane B,Sholar G A,Musselman J A,et al.Long term performance evaluation of asphalt-rubber surface mixes[R].Tallahassee:Florida Department of Trans- portation,1998.
[2]Kaloush K E,Witczak M W,Way G B.Performance evaluation of Arizona asphalt rubber mixtures using advanced dynamic material characterization tests[R].Tempe:Arizona State University,2002.
[3]Thodesen C,Xiao F P,Amirkhanian S N.Modeling viscosity behavior of crumb rubber modified binders[J].Construction and Building Materials,2009(23):3053-3062.
[4]孙雪伟.AR-AC13橡胶沥青混合料设计与施工[J].中外公路,2008,28(5):235-238. SUN Xue-wei.Mix design and construction of asphalt rubber AR-AC13 mixture[J].Journal of China and Foreign Highway,2008,28(5):235-238.
[5]BAI Qi-feng,QIAN Zhen-dong,CAO Rong-ji.Mix design method of asphalt rubber open-graded friction course and its application in overlay[J].Journal of Southeast University:English Edition,2009,25(3):395-399.
[6]宋 毅,王端宜.橡胶沥青在高速公路罩面工程中的应用[J].筑路机械与施工机械化,2009,26(12):51-54. SONG Yi,WANG Duan-Yi.Application of rubber asphalt in covering project of expressway[J].Road Machinery & Construction Mechanization,2009,26(12):51-54.
[7]吕伟民.橡胶沥青路面主要结构类型与工程应用[J].筑路机械与施工机械化,2009,26(10):16-20. LU Wei-min.Main structure and application of rubber asphalt pavement[J].Road Machinery & Construction Mechanization,2009,26(10):16-20.
[8]曹荣吉,陈荣生.橡胶沥青工艺参数对其性能影响的试验研究[J].东南大学学报:自然科学版,2008,38(2):269-273. CAO Rong-ji,CHEN Rong-sheng.Laboratory study on process parameters of asphalt rubber and their effect on performance[J].Journal of Southeast University:Natural Science Edition,2008,38(2):269-273.
[9]孙妍枫,杨志成,张 锋,等.废旧轮胎橡胶粉沥青混凝土路面设计及应用[J].公路,2009(3):158-161. SUN Yan-feng,YANG Zhi-cheng,ZHANG Feng,et al.Design and application of crumb rubber modified asphalt concrete[J].Highway,2009(3):158-61.
[10]黄文元.轮胎橡胶粉改性沥青路用性能及应用研究[D].上海:同济大学,2004.

Memo

Memo:
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Last Update: 2011-06-30