华南理工大学学报(自然科学版) ›› 2010, Vol. 38 ›› Issue (10): 84-88,110.doi: 10.3969/j.issn.1000-565X.2010.10.016

• 交通与运输工程 • 上一篇    下一篇

沥青路面的逆向设计及其试验研究

王端宜 雷超旭 蔡旭 区仕权   

  1. 华南理工大学 土木与交通学院, 广东 广州 510640
  • 收稿日期:2010-03-15 修回日期:2010-04-09 出版日期:2010-10-25 发布日期:2010-10-25
  • 通信作者: 王端宜(1960-),男,教授,博士生导师,主要从事路面结构和材料研究. E-mail:tcdywang@scut.edu.cn
  • 作者简介:王端宜(1960-),男,教授,博士生导师,主要从事路面结构和材料研究.
  • 基金资助:

    国家自然科学基金资助项目(50878090); 交通部西部交通建设科技项目(200431800004)

Reverse Design and Corresponding Experimental Investigation of Asphalt Pavement

Wang Duan-yi  Lei Chao-xu  Cai Xu  Ou Shi-quan   

  1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China
  • Received:2010-03-15 Revised:2010-04-09 Online:2010-10-25 Published:2010-10-25
  • Contact: 王端宜(1960-),男,教授,博士生导师,主要从事路面结构和材料研究. E-mail:tcdywang@scut.edu.cn
  • About author:王端宜(1960-),男,教授,博士生导师,主要从事路面结构和材料研究.
  • Supported by:

    国家自然科学基金资助项目(50878090); 交通部西部交通建设科技项目(200431800004)

摘要: 鉴于传统路面设计及评价方法的局限性,基于逆向工程技术思想,提出沥青路面的逆向设计方法,并给出了相应的设计流程.在充分掌握原路面特征的基础上,具体介绍了材料准备、芯样扫描分析、路面重塑的整个过程,并利用独立开发的新型路面材料加速加载试验系统进行磨耗试验,测定重塑路面抗滑性能的变化.然后,引入相似理论,通过比较发现重塑路面各项指标与原路面相似度较高,从而证明了该设计方法的可行性、合理性和可靠性.路面养护处治后,抗滑性能的熵值增大,说明表面处治将使系统内部子系统功能更加趋于一致,整体结构更加稳定.

关键词: 沥青路面, 逆向工程, 路面设计, 重塑, 加速加载试验, 相似理论

Abstract:

In order to overcome the limitations of traditional pavement design and evaluation methods,a reverse design method of asphalt pavement is put forward based on the concept of reverse engineering technology,and the cor-responding design process is presented.In the investigation,first,the characteristics of the initial pavement are analyzed,and the whole process,including the material preparation,the core scan and analysis as well as the pavement remolding in laboratory,is described in detail.Then,the designed pavement is tested on a new-pattern pavement material ALF(accelerated loading facility) tester to measure the surface skid resistance at different cycles.Moreover,the similarity principle is introduced to compare the remolded pavement and the original one,with high similarity being obtained,which proves the feasibility,reasonability and reliability of the design method.It is also found that the entropy of skid resistance of the pavement increases after the surface treatment,which means that the pavement maintenance tends to unify the subsystems and stabilize the function of the whole structure.

Key words: asphalt pavement, reverse engineering, pavement design, remolding, accelerated loading test, similarity theory