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山东大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (5): 68-87.doi: 10.6040/j.issn.1672-3961.0.2016.368

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沥青路面病害力学研究进展

崔新壮1,黄丹1*,刘磊2,蓝日彦3,吕海波4,赵艳林5,曹卫东1,常成利6   

  1. 1. 山东大学土建与水利学院, 山东 济南 250061;2. 中国科学院岩土力学研究所, 湖北 武汉 430000;3. 广西新发展交通集团有限公司, 广西 南宁 530029;4. 桂林理工大学土木与建筑工程学院, 广西 桂林 541004;5. 广西大学土木与建筑工程学院, 广西 南宁 530004;6. 交通运输部公路科学研究院, 北京 100088
  • 收稿日期:2016-09-01 出版日期:2016-10-20 发布日期:2016-09-01
  • 通讯作者: 黄丹(1991— ),女,山东枣庄人,硕士研究生,主要研究方向为道路工程. E-mail: huangdantf@163.com E-mail:cuixz@sdu.edu.cn
  • 作者简介:崔新壮(1974— ),男,山东寿光人,教授,博士,博导,主要研究方向为道路岩土力学.E-mail: cuixz@sdu.edu.cn
  • 基金资助:
    国家重点基础研究发展规划(973计划)资助项目(2015CB058101);国家自然科学基金资助项目(51479105,51279094,51308324,51379115);山东省杰出青年基金资助项目(JQ201416);教育部新世纪优秀人才基金资助项目(NECT-13-0340);山东省自然科学基金资助项目(ZR201377Q025);中国博士后基金资助项目(2014M561761);山东大学基本科研业务费资助项目(2014YQ013)

A review of mechanics of asphalt pavement disease

CUI Xinzhuang1, HUANG Dan1*, LIU Lei2, LAN Riyan3, LYU Haibo4, ZHAO Yanlin5, CAO Weidong1, CHANG Chengli6   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China;
    2.Institute Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430000, Hubei, China;
    3. Guangxi Xinfazhan Communications Group, Nanning 530029, Guangxi, China;
    4. College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, Guangxi, China;
    5. College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, Guangxi, China;
    6. Research Institute of Highway Ministry of Transport, Beijing 100088, China
  • Received:2016-09-01 Online:2016-10-20 Published:2016-09-01

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摘要： 为促进沥青路面病害力学的研究发展,通过概括国内外的相关研究工作,阐述路面几种主要病害的力学模型和力学机理。 针对道路条件复杂、超载现象严重的现状,梳理沥青路面永久性变形的研究成果,以及国内外目前主要的车辙预测方法;针对沥青路面在反复荷载作用下出现的断裂损伤,研究沥青材料的开裂及损伤力学模型;针对沥青路面水损坏问题,从微观角度分析水损坏机理,并基于流固耦合动力学探究水对沥青路面的影响;针对车辆反复作用下路面抗滑性能下降的问题,研究了路面磨损机理,以及不同因素对道路抗滑性能衰减的作用。

关键词: 道路工程, 病害, 研究进展, 力学分析, 沥青路面

Abstract: To promote the development of disease mechanics of asphalt pavement, major mechanical models and mechanisms of pavement disease were elaborated by means of summarizing previous researches. Research results of asphalt pavement permanent deformation and primary prediction techniques of rutting were presented. Against the fracture damage due to repeatedly loads, failure mechanics models of asphalt material were studied. The moisture damage mechanism was analyzed from the micro perspective and the effect of moisture on asphalt pavement was introduced based on fluid-solid coupling dynamics. The traffic-load-induced attenuation of pavement skid-resistant performance was significant, so the wear mechanism and the effects of different factors on skid-resistant were analyzed.

Key words: disease, review, road engineering, mechanics analysis, asphalt pavement

中图分类号: 

  • TU416.21
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