期刊文献+

永久性沥青路面研究综述 被引量:6

Summary on Perpetual Asphalt Pavement Research
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摘要 永久性沥青路面的设计理念代表了国外高等公路路面结构、材料选择和设计新趋势,具有一定的合理性。本文评述了永久性沥青路面的概念及结构特点,总结了目前基于力学的永久性沥青路面结构设计方法,介绍了永久性沥青路面各结构层材料设计的特点,以及永久性沥青路面的施工、养护维修特色和寿命经济分析。揭示了永久性沥青路面具有区别于传统路面的结构特性,以及具有优良的路用性能。建议修建高等级公路时能借鉴国外永久性沥青路面实践经验,提出基于永久性沥青路面设计理念的设计方法和施工工艺,以提高我国高等级公路的经济效益和社会效益。最后提出了基于我国的特点,需要进一步开展的研究工作。 Design concept of perpetual asphalt pavement represents the new tendency of pavement structure and material design abroad. The concept and character of perpetual asphalt pavement structures were appraised. The design ways of pavement structure, character of material design, character of construction and maintenance on perpetual asphalt pavement were explained. At the same time, the economic analysis was done. The structure characteristics of perpetual pavement were posted to be distinguished from that of traditional pavement structures, and to have good performance. Thus to borrow ideas of perpetual pavement from foreign experiences in high-grade highway construction is proposed and a design method and construction technology is put forward based on perpetual pavement design concept, which could enhance the economic efficiency and the social benefit of high-grade highway in China. At last the works should be done is shown based on Chinese characteristics in future.
出处 《华中科技大学学报(城市科学版)》 CAS 2007年第3期49-52,共4页 Journal of Huazhong University of Science and Technology
基金 国家高技术研究发展计划(863)资助项目(2006AA11Z110)
关键词 永久性沥青路面 沥青路面结构 疲劳破坏 材料设计 perpetual asphalt pavement asphalt pavement structure fatigue breakdown material design
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参考文献12

  • 1沈金安.国外沥青路面设计方法研究[M].北京:人民交通出版社,2004.
  • 2郑国梁,王端宜.沥青路面结构设计理念[J].广州大学学报(自然科学版),2003,2(6):577-579. 被引量:3
  • 3David E,Newcomb,Mark Buncher,et al.Conce-pts of Perpetual Pavements[J].Tansportation Research Circular,2001,503:4-11.
  • 4Harold L Von Quintus.Hot-Mix Asphalt Layer Thickness Design for Longer-Life Bituminous Pavements[J].Tansportation Research Circular,2001,503:66-78.
  • 5Eric Harm.Illinois Extended-Life Hot-Mix Asphalt Pavements[J].Tansportation Research Circular,2001,503:108-113.
  • 6Minnesota Asphalt Pavement Association.Summa-ry of Minnesota Research Findings[EB/OL].http://www.asphaltisbest.com,2003.
  • 7李峰.长寿命沥青路面设计的中结构组合分析[D].上海:同济大学,2005.
  • 8Leslie Ann Myers,Reynaldo Roque.Evaluation of Top-Down Cracking in Thick Asphalt Pavements and the Implications for Pavement Design[J].Tansportation Research Circular,2001,503:79-87.
  • 9Jean-Francois Corte.Development and Uses of Hard -Grade Asphalt and of High-Modulus Ashalt Mixes in France[J].Tansportation Research Circular,2001,503:12-31.
  • 10Shen Shihui,Samuel H Carpenter.Application of the Dissipated Energy Concept in Fatigue Endurance Limit Testing[J].Transportation Research Record,2005,1929:165-173.

二级参考文献4

  • 1Nunn M E. Design of long-life flexible pavements for heavy traffic[R]. Report 250 Transportation Research Laboratory, UK, 1997.
  • 2Jim Huddleston. Perpetual pavement[J]. Asphalt Pavement Alliance, USA, 2002.
  • 3Brown E R. Experience with stone mastic asphalt in the United States[ R]. Report No. 93- 4, National Center for Asphalt Technology, Auburn University,Alabama, 1993.
  • 4Hughs C. Designing and constructing SMA mixtures-states-of-the-practice[A]. QIP 122, National Asphalt Pavement Association[C]. Lanham,Maryland, 1999.

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二级引证文献25

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