期刊文献+

泡沫沥青技术在沥青路面现场冷再生中的应用 被引量:5

Application of the Cold Regeneration of Bituminous Pavement In-place with Foamed Asphalt
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摘要 泡沫沥青具有节省能源及减少污染的环保优势,采用泡沫沥青对沥青路面进行现场冷再生是最近几年欧美国家积极采用的路面再生技术之一。该文介绍了泡沫沥青的产生机理及其特点,探讨了泡沫沥青混合料的技术性能和设计方法,说明了泡沫沥青混合料在沥青路面现场冷再生中的应用。 With environmental benefits such as energy saving and less pollution, cold regeneration of the bituminous pavement in-place with foamed asphalt is becoming positively used in recent years in the occident as one of regeneration technique for pavement. Production mechanism and characteristic of the foamed asphalt are introduced, technical performance and design method of the foamed asphalt mixture are discussed, and application of foamed asphalt mixture on the regeneration technique for bituminous pavement is explained.
作者 周爱军
机构地区 鲁东大学
出处 《施工技术》 CAS 北大核心 2006年第10期60-62,共3页 Construction Technology
基金 刘宝琛院士基金资助
关键词 泡沫沥青 沥青路面 现场冷再生 foamed asphalt bituminous pavement cold regeneration in-place
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参考文献3

  • 1曹翠星,何桂平,孙成仁.泡沫沥青冷再生技术[J].公路,2003,48(11):99-102. 被引量:44
  • 2Bissada A.F.Structural response of foamed asphalt sand mixtures in hot environments[J].Transportation Research Record,1987.
  • 3Little,DN.,Button,J.W.,Epps J.A.Structural properties of laboratory mixtrues containing formed asphalt and marginal aggregates[J].Transportation Research Record,1983.

二级参考文献6

  • 1[1]Lee K W, Brayton T E, et al. Laboratory evaluation of mix-design methods for cold in-place recycling[C]. Proceedings of the fifth ASCE Materials Engineering Congress, Ohio, 756-769. 1999.
  • 2[2]Little D N, Button J W, Epps J A. Struc tural properties of laboratory mixtures containing foamed asphalt and marginal aggregates[C]. Washington, DC: Transportation Research Record; 991, 104-113. 1983.
  • 3[3]Bowering R H, Martin C L. Foamed bitumen production and application of mixtures, evaluation and performance of pavements[C]. in: Proceedings of the Association of Asphalt Paving Technologists, 1976, Vol.45: 453-477.
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  • 6[6]Ruckel P J, Acott S M and Bowering R H. Foamed-asphalt paving mixtures: preparation of design mixes and treatment of test specimens[C]. Washington, DC: Transportation Research Record; 911, 88-95. 1982.

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