宋洋;刘金明;王小庆;展洪斌;

• 1:辽宁工程技术大学建筑与交通学院
• 2:辽宁工程技术大学土木工程学院
• 3:中铁四局五公司

摘要(Abstract)：

为充分发挥改性沥青的作用,采用理论分析与试验的方法,探究湿热环境下沥青路面材料的使用性能,使改性沥青路面面层的组合设计更符合不同工况下的受力要求,对12种组合形式的沥青混凝土进行层间剪切试验,基于可拓学理论对沥青混凝土进行评价.研究结果表明:得到沥青的面层材料合理改性效果排序与分级以及黏层材料分级,对不同工况等级匹配对应的面层组合形式,为沥青路面进行差异改性沥青的选择提供多种备选方案,并应用于南宁凤岭立交桥路面工程.研究结论对公路工程路面修筑及维护具有重大意义.

关键词(KeyWords)： 差异改性;评价体系;层间剪切试验;沥青混凝土;湿热环境

Abstract:

Keywords:

基金项目(Foundation): 国家自然科学基金（51974146）;; 辽宁省自然科学基金（2019-ZD-0042）

作者(Authors): 宋洋;刘金明;王小庆;展洪斌;

参考文献(References)：

• [1]张中琼,吴青柏,荀学义,等.不同地面类型热物理性质差异分析[J].长安大学学报(自然科学版),2015,35(4):41-47.ZHANG zhongqiong,WU Qingbai,XUN Xueyi,et al.Analysis on thermal physical properties of different ground types[J].Journal of Chang'an University(Natural Science),2015,35(4):41-47.
• [2]王琨,郝培文.BBR试验的沥青低温性能及粘弹性分析[J].辽宁工程技术大学学报(自然科学版),2016,35(10):1 138-1 143.WANG Kun,HAO Peiwen.Analysis of asphalt low temperature performance and viscoelasticity based on BBR test[J].Journal of Liaoning Technical University(Natural Science),2016,35(10):1 138-1 143.
• [3]裴建中,贾彦顺,张久鹏,等.沥青路面结构可靠度的研究进展及展望[J].中国公路学报,2016,29(1):1-15.PEI Jianzhong,JIA Yanshun,ZHANG Jiupeng,et al.Research progress and future development for reliability of asphalt pavement structure[J].China Journal of Highway and Transport,2016,29(1):1-15.
• [4] HAIDER S,HAFEEZ I,ZAIDI S B A,et al.A pure case study on moisture sensitivity assessment using tests on both loose and compacted asphalt mixture[J].Construction and Building Materials,2020,4(10):239-249.
• [5]王选仓,孙耀宁,王文强,等.粘层材料剪切疲劳特性及层间设计方法研究[J].材料导报,2018,32(16):2 750-2 756,2 767.WANG Xuancang,SUN yaoning,WANG Wenqiang,et al.Study on shear fatigue performance of tack coat materials and interlayer design method[J].Materials Reports,2018,32(16):2 750-2 756,2 767.
• [6]朱俊,雷茂锦,张航,等.基于层间剪切的沥青路面粘层力学性能研究[J].武汉理工大学学报(交通科学与工程版),2013,37(4):775-779.ZHU Jun,LEI Maojin,ZHANG Hang,et al.Research on the mechanical properties of asphalt pavement adhesive layer based on the interlaminar shear tests[J].Journal of Wuhan University of Technology(Transportation Science and Engineering),2013,37(4):775-779.
• [7] RANDY C,JANSON R,ZHANG J N.Evaluation tack coat applications and the bond strength between pavement layers[C]//Proceeding of the2006 Airfield and Highway Pavement Specialty Conference.Beijing:RANDY,2006:578-588.
• [8]吴帮伟,赵连志,刘黎萍,等.基于抗车辙性能的沥青路面长大纵坡界定标准[J].公路,2018,63(7):86-91.WU Bangwei,ZHAO Lianzhi,LIU Liping,et al.Rutting-based definition of long and steep slope on asphalt pavement[J].Highway,2018,63(7):86-91.
• [9]姚晓光,王燕,许涛,等.SBS改性沥青老化模拟及再生研究[J].武汉大学学报(工学版),2019,52(12):1 070-1 078.YAO Xiaoguang,WANG Yan,XU Tao,et al.Research on aging simulation and recycling of SBS modified asphalt[J].Engineering Journal of Wuhan University,2019,52(12):1 070-1 078.
• [10]郭寅川,申爱琴,张金荣,等.沥青路面下封层力学响应及抗剪强度试验[J].中国公路学报,2010,23(4):20-26.GUO Yinchuan,SHEN Aiqin,ZHANG Jinrong,et al.Shear strength test and mechanical response of lower seal coat for asphalt pavement[J].China Journal of Highway and Transport,2010,23(4):20-26.
• [11]马正军,谈至明,钱晨.沥青路面面层温度分布规律[J].中国公路学报,2014,27(4):9-15.MA Zhengjun,TAN Zhiming,QIAN Chen.Distribution law of asphalt pavement Temperature[J].China Journal of Highway and Transport,2014,27(4):9-15.
• [12] MONTANELLI E F,SRL I.Fiber/polymeric compound for high modulus polymer modified asphalt(PMA)[J].Procedia-Social and Behavioral Sciences,2013,104(3):39-48.
• [13]李喜,王选仓,叶宏宇,等.基于实际工况的沥青路面合理改性匹配关系研究[J].公路交通科技,2018,35(11):26-35.LI Xi,WANG Xuancang,YE Hongyu,et al.Study on matching relationship of asphalt pavement rational modification based on actual working conditions[J].Journal of Highway and Transportation Research and Development,2018,35(11):26-35.
• [14]徐伟,李智,张肖宁.混凝土桥面铺装粘结层体系力学性能试验研究[J].哈尔滨建筑大学学报,2002,35(4):126-130.XU Wei,LI Zhi,ZHANG Xiaoning.Mechanics performance of binding course system for concrete bridge deck overlay[J].Journal of Harbin University of C. E.&Architecture,2002,35(4):126-130.
• [15]吴少鹏,王家主,陈太泉.长大纵坡沥青路面应力分析[J].武汉理工大学学报(交通科学与工程版),2006,30(6):969-972.WU Shaopeng,WANG Jiazhu,CHEN Taiquan.Stress analysis of asphalt pavement on large longitudinal slope[J].Journal of Wuhan University of Technology(Transportation Science and Engineering),2006,30(6):969-972.
• [16]张向东,姜革鑫.基于可拓学理论的矿山边坡稳定性分析[J].安全与环境学报,2018,18(6):2 141-2 145.ZHANG Xiangdong,JIANG Gexin.Stability analysis of mine slope based on extension theory[J].Journal of Safety and Environment,2018,18(6):2 141-2 145.