[1]包惠明,叶腾飞,迟恩涛,等.RAP掺量对半柔性路面路用性能的影响[J].华侨大学学报(自然科学版),2021,42(1):56-61.[doi:10.11830/ISSN.1000-5013.202005008]
 BAO Huiming,YE Tengfei,CHI Entao,et al.Influence of RAP Addition on Road Performance of Semi-Flexible Pavement[J].Journal of Huaqiao University(Natural Science),2021,42(1):56-61.[doi:10.11830/ISSN.1000-5013.202005008]
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RAP掺量对半柔性路面路用性能的影响()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第42卷
期数:
2021年第1期
页码:
56-61
栏目:
出版日期:
2021-01-20

文章信息/Info

Title:
Influence of RAP Addition on Road Performance of Semi-Flexible Pavement
文章编号:
1000-5013(2021)01-0056-06
作者:
包惠明 叶腾飞 迟恩涛 汤铭锋 卢孙泉
桂林理工大学 土木与建筑工程学院, 广西 桂林 541004
Author(s):
BAO Huiming YE Tengfei CHI EntaoTANG Mingfeng LU Sunquan
College of Civil and Construction Engineering, Guilin University of Technology, Guilin 541004, China
关键词:
RAP掺量 再生半柔性路面 路用性能 灰色关联分析
Keywords:
RAP dosage recycled semi-flexible pavement road performance grey correlation analysis
分类号:
U414
DOI:
10.11830/ISSN.1000-5013.202005008
文献标志码:
A
摘要:
为了探究再生沥青混合料(RAP)掺量对再生半柔性路面路用性能的影响,以体积法设计基体沥青混合料级配.通过浸水马歇尔试验、冻融劈裂实验、低温劈裂实验及车辙实验,分析评价不同RAP掺量再生半柔性路面路用性能.结果表明:RAP材料的变异特性、RAP掺量变化等因素使不同路用性能呈现不同变化趋势;当RAP掺量较低时,相关路用性能指标表现良好,当RAP掺量过高时,路用性能明显下降,且劈裂抗拉强度比不满足规范要求;RAP掺量对车辙深度、劈裂抗拉强度和残留稳定度影响较大.
Abstract:
In order to investigate the effect of the dosage of recycled asphalt mixture(RAP)on the road performance of recycled semi-flexible pavement, the matrix asphalt mixture gradation was designed by volume method. Through submerged Marshall test, freeze thaw split crack test, the low temperature split test, and temperature rut test, the road performance of different semi-flexible pavements with different RAP dosage were analyzed. The results show that the variation characteristics of RAP materials and the variation of rap content make different trends on road performance. When the RAP content is low, the relevant road performance indicators perform well. When the RAP content is too high, the road performance is significantly reduced, and the tensile strength ratio does not meet the requirements of the specification. The RAP content influences obviously the rutting depth, splitting tensile strength and residual stability have close.

参考文献/References:

[1] 中华人民共和国交通运输部.2018年交通运输行业发展统计公报[EB/OL].[2019-04-12] .http://xxgk.mot.gov.cn/jigou/zhghs/201904/t20190412_3186720.html.
[2] 陈雅雯.厂拌热再生沥青混合料性能及应用研究[D].杭州:浙江大学,2018.
[3] 秦永春,黄颂昌,徐剑,等.厂拌温再生沥青混合料中新旧沥青的融合性研究[J].公路交通科技,2015,32(12):24-28,52.DOI:10.3969/j.issn.1002-0268.2015.12.005.
[4] 何兆益,陈龙,陈先勇,等.厂拌热再生沥青混合料力学性能及应用研究[J].建筑材料学报,2016,19(5):871-875,914.DOI:10.3969/j.issn.1007-9629.2016.05.015.
[5] 宋小峰,王大明.厂拌热再生沥青混合料路用性能研究[J].森林工程,2015,31(2):139-144.DOI:10.16270/j.cnki.slgc.2015.02.031.
[6] 凌天清,郑晓卫,凌濛,等.保水降温半柔性路面材料性能研究[J].中国公路学报,2010,23(2):7-11,17.DOI:10.19721/j.cnki.1001-7372.2010.02.002.
[7] CAI Xing,YANG Jun,CHEN Xianhua,et al.Interlocking property evaluation of dual skeleton in semi-flexible pavement material by micromechanical model and X-ray computed tomography[J].Construction and Building Materials,2020,254:118934.
[8] 成志强,孔繁盛,贾蓉蓉.半柔性路面水泥基灌浆材料泌水性能研究[J].中外公路,2016,36(4):276-279.
[9] 覃峰.半柔性路面灌注复合砂浆性能研究[J].混凝土,2016(6):97-102.DOI:10.3969/j.issn.1002-3550.2016.06.026.
[10] HASSAN K E,SETYAWAN A,ZOOROB S E.Effect of cementitious grouts on the properties of semi-flexible bituminous pavements[C]//Proceedings of 4th European Symposium on Per-formance of Bituminous and Hydraulic Materials in Pavements.Nottingham:[s.n.],2002:113-120.
[11] 中华人民共和国交通运输部.半柔性混合料用水泥基灌浆材料: JT/T 1238-2019[S].北京:人民交通出版社股份有限公司,2019.
[12] 程磊,郝培文.基于体积法的半柔性路面母体沥青混合料设计方法[J].长安大学学报(自然科学版),2002,22(1):1-3.DOI:10.19721/j.cnki.1671-8879.2002.01.001.
[13] 张肖宁,郭祖辛,吴旷怀.按体积法设计沥青混合料[J].哈尔滨建筑大学学报,1995,28(2):28-36.
[14] 程磊.半柔性路面用混合料性能及其设计方法研究[D].西安:长安大学,2002.DOI:10.7666/d.y558946.
[15] 董营营.高性能半柔性路面设计参数及施工工艺研究[D].重庆:重庆交通大学,2008.DOI:10.7666/d.y1249944.

备注/Memo

备注/Memo:
收稿日期: 2020-05-03
通信作者: 包惠明(1963-),男,教授,博士,主要从事边坡工程、道路工程的研究.E-mail:bhming@163.com.
基金项目: 国家自然科学基金资助项目(51768016); 广西高校中青年教师科研提升项目(2020KY34020)
更新日期/Last Update: 2021-01-20