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沥青混合料自愈合行为被动增强技术研究 被引量:1

Research on passive enhancement technique of self-healing behaviors of asphalt mixture
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摘要 阐述了基于能量补偿和物质补偿原理的沥青混合料自愈合能力被动增强技术的可能性和存在的问题,同时对以加热为代表的被动自愈合增强技术进行了前期的探索研究,通过具有90%保证率的疲劳寿命的检验结果表明,以加热方式为代表的增强技术能显著增加沥青混合料的自愈合行为,延长疲劳寿命。 The paper describes possibility and problems of the passive enhancement technique of self-healing behaviors of asphalt mixture based on the energy compensation and material compensation, the paper undertakes the exploration in the earlier phase of the passive self-healing en hancement technique represented by the heat, and proves by the test result of the fatigue lifespan with 90% assurance rate that the enhancement technique represented by the heat can increate the self-healing behavior of the asphalt mixture, so as to prolong the fatigue lifespan.
出处 《山西建筑》 2014年第10期114-115,共2页 Shanxi Architecture
关键词 自愈合行为 被动增强技术 疲劳方程 显著性检验 沥青混合料 self-healing behavior, passive enhancement technique, fatigue formula, significance testing, asphalt mixture
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  • 1瞿鑫,田小革,栾利强,姚飞.沥青混合料疲劳寿命及其影响因素研究[J].中外公路,2010,30(5):266-269. 被引量:12
  • 2Kim Y. R. , Little D. N. , Benson F.C. Chemical and mechanical evaluation on healing mechanism of asphalt concrete. [J] . AAPT, 1990, 59: 240-275.
  • 3Bhasin, A, Laboratory Investigation of a Novel Method to Accelerate Healing in Asphalt Mixtures Using Thermal Treatment. [ R] . 2009, DTRT07 -G -0006.
  • 4D. Breysse,C. Roche,V. Domec,J. J. Chauvin.Influence of rest time on recovery and damage during fatigue tests on bituminous composites[J]. Materials and Structures . 2003 (10)
  • 5R. A. Schapery.On the mechanics of crack closing and bonding in linear viscoelastic media[J]. International Journal of Fracture . 1989 (1-3)
  • 6Smith,B.J.,Hesp,S.A.M.Crack pinning in asphalt mastic and concrete:Effect of rest periods and polymer modifiers on the fatigue life.. 2nd Eurasphalt and Eurobitume Congress . 2001
  • 7Katicha,S.W.Development of Laboratory to Field Shift Factors for Hot - Mix Asphalt Resilient Modulus. .
  • 8Katicha,S.W.Development of Laboratory to Field Shift Factors for Hot - Mix Asphalt Resilient Modulus[ D]. . 2003
  • 9Chen,C.W.Mechanistic Approach to the Evaluation of Microdamage in Asphalt Mixes.. . 1997
  • 10Zhiming S,Dallas N.Little,,Robert L Lytton.Evaluation of Fatigue Healing Effect of Asphalt Concrete by Pseudostiffness.. Transportation Research . 2002

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