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修筑长寿命路面 推动国省道可持续发展

Paving Long-Life Pavement,Improving Sustained Development of State Highway and Provincial Highway
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摘要 解决我省国省道干线长寿命可持续发展的问题,除投资等因素外,技术措施也是关键因素之一,修筑长寿命路面技术可行,具有长期经济效益和社会效益,是使国省干线长期可持续发展的重要途径。 The paper discussed the technical feasibility of paving long-life pavement for reference.
作者 马德文
机构地区 山西省公路局
出处 《山西交通科技》 2006年第1期10-11,47,共3页 Shanxi Science & Technology of Transportation
关键词 长寿命路面 可持续发展 设计 技术 long-life pavement sustained development design technology
分类号 U416.217 [交通运输工程—道路与铁道工程]
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  • 1Auburn University. Flexible Perpetual Pavement Design & Analysis Software "PerRoad2.4".
  • 2David E. Newcomb, Mark Buncher, Ira J. Huddleston. Concepts of Perpetual Pavements. Transportation Research Circular 503, TRB, National Research Council, Washington, D.C., 2001.
  • 3Schmorak, N., and A. Van Dommelen. Analysis of the Structural Behaviour of Asphalt Concrete Pavements in SHRP-NL Test Sections. International Conference on SHRP and Traffic Safety, Prague, Czechoslovakia, 1995.
  • 4Monismith, C. L. and D. B. McLean. Technology of Thick Lift Construction: Structural Design Considerations, Proceedings, Association of Asphalt Paving Technologists, Vol 41, pp.258～304 1972.
  • 5J. Harvey, Carl Monismith, M. Bejarano, B. W. Tsai, V. Kannekanti. Long-Life AC Pavements: A Discussion of Design and Construction Criteria based on California Experience International Conference on Design and Construction of Long Lasting Asphalt Pavements, Alabama,2004.
  • 6Marshall R. Thompson and Samuel H. Carpenter. Design Principles for Long Lasting HMA Pavements. International Conference on Design and Construction of Long Lasting Asphalt Pavements, Alabama,2004.
  • 7Geoffrey Rowe, Robert Sauber, Frank Fee, Nassef Soliman. Development of Long-Life Overlays for Existing pavement Infrastructure Projects with Surface Cracking in New Jersey. Transportation Research Circular 503, TRB, National Research Council, Washington, D.C., 2001.
  • 8Michael Nunn, Brian W. Ferne. Design and Assessment of Long-Life Flexible Pavements. Transportation Research Circular 503, TRB, National Research Council, Washington, D.C., 2001.
  • 9Monismith, C. L., and F. Long. Overlay Design for Cracked and Seated Portl and Cement Concrete (PCC) Pavement-Interstate Route 710. Technical Memorandum TM UCB PRC 99-3, Pavement Research Center, Institute for Transportation Studies, University of California, Berkeley, 1999.
  • 10Carpenter S. H. K. Ghuzlan, and S. Shen. Fatigue Endurance Limit for Highway and Airport Pavements. Transportation Research Record: Journal of the Transportation Research Board, No. 1832, TRB, National Research Council, Washington, D.C., 2003.

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山西交通科技
2006年 第1期

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