期刊文献+

乳化沥青冷再生混合料的室内设计与性能评价研究 被引量:66

Research on Indoor Design and Performance Evaluation of Cold Recycled Mixture with Emulsified Asphalt
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摘要 针对乳化沥青冷再生混合料初期易松散破坏的特点,文中提出了新的设计和性能评价方法。设计方法采用Su-perpave体积设计法,并给出合适的室内成型工艺;混合料性能的评价分两阶段:成型初期,采用修正肯塔堡飞散试验和冻融劈裂试验分别评价混合料的初期抗松散性和其中存在的水对路用性能的影响;成型后期,采用车辙、冻融劈裂、小梁弯曲来控制混合料的长期路用性能。最后,采用该方法对实际工程材料进行了验证,取得了较好的效果。 Giving the raveling sensitive characteristic for Cold Recycled mix (CRM) with emulsified asphalt (EA), new procedure of mix design and performance evaluation was proposed. For the mix design, modified Superpave mix-design was recommended based on the analysis and modification of Marshall mix-design, and appropriate molding techniques should be adopted. For the performance evalu- ation, it is suggested that the performance evaluation of CRM with EA should be divided into two stages, i.e. initial curing and final curing. In initial curing, Cantabro test was constructed to evaluate its raveling resistance and mMified AASHTO T-283 test was used to analyze the adverse influence of water existing in the recycled mixture. In final curing, the performance test including wheel-rutting test, freeze-thaw split test and bending beam test were used to evaluate the pavement performance in service. Using waste asphalt mixture from a practical project, the performance of CRM prepared and constructed in accordance with the new procedure was evaluated in laboratory and compared with conventional AC-25 HMA. It shows that this procedure can be used as a feasible method for CRM design with EA.
出处 《公路交通科技》 CAS CSCD 北大核心 2006年第2期43-47,共5页 Journal of Highway and Transportation Research and Development
关键词 乳化沥青 冷再生混合料 Superpave设计法 抗松散性 初期性能评价 后期性能评价 Emulsified asphalt Cold recycled mixture Superpave design method Raveling resistance^Performance evaluation in initial stage Performance evaluation in final stage
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参考文献7

  • 1谭忆秋,董泽蛟,曹丽萍,鄂宇辉.应用Superpave体积设计法设计冷再生沥青混合料[J].公路交通科技,2005,22(3):31-34. 被引量:32
  • 2宋哲玉,徐培华,陶家朴.乳化沥青破乳机理研究[J].石油沥青,1995,9(3):23-29. 被引量:30
  • 3黄晓明,赵永利,江臣.沥青路面再生利用试验分析[J].岩土工程学报,2001,23(4):468-471. 被引量:181
  • 4Brayton Todd E,Wayne Lee K,Gress David,Harrington Jason.Development of performance-based mix design for Cold in-Place Recycling of asphalt mixtures[C].Washington:TRB,2001:9-13.
  • 5Forsberg Al,Lukanen Erland,Thomas Todd.Blue Earth County CSAH 20-An Engineered Cold In-Place Recycling Project[C].Washington:TRB,2001.
  • 6Todd Thomas P E,Arlis Kadrmas,John Huffman P E.Cold In Place Recycling on Kansas US-283[C].Washington:TRB,2000.
  • 7Dong Zejiao,Tan Yiqiu,Cao Liping.Design and Performance Evaluation in Laboratory of Cold Recycled Mixture with Emulsified Asphalt[C].Bangkok:15th International Road Federation World Meeting,2005.

二级参考文献7

  • 1JTJ 0 14 97 公路沥青路面设计规范,1997年
  • 2沈钟,胶体与表面化学,1997年
  • 3JTJ 0 32 94 公路沥青路面施工技术规范,1994年
  • 4化学工业部合成材料老化所,高分子材料老化与防老化,1979年
  • 5Brayton Todd E,Wayne Lee K,Gress David,Harrington Jason.Development of Performance-based Mix Design for Cold in-Place Recycling of Asphalt Mixtures[C].Washington:TRB,2001:9-13.
  • 6Forsberg Al,Lukanen Erland,Thomas Todd.Blue Earth County CSAH 20-An Engineered Cold In-Place Recycling Project[C].Washington:TRB,2001:5-6.
  • 7黄晓明,赵永利,江臣.沥青路面再生利用试验分析[J].岩土工程学报,2001,23(4):468-471. 被引量:181

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引证文献66

二级引证文献238

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