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乳化沥青冷再生混合的室内设计与性能评价研究
引用本文:董泽蛟,谭忆秋,曹丽萍.乳化沥青冷再生混合的室内设计与性能评价研究[J].公路交通科技,2006,23(2):43-47.
作者姓名:董泽蛟  谭忆秋  曹丽萍
作者单位:1. 哈尔滨工业大学,交通科学与工程学院,黑龙江,哈尔滨,150090
2. 同济大学,道路与交通工程系,上海,200092
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。

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
文章编号:1002-0268(2006)02-0043-05
收稿时间:2004-11-10
修稿时间:2004年11月10

Research on Indoor Design and Performance Evaluation of Cold Recycled Mixture with Emulsified Asphalt
DONG Ze-jiao,TAN Yi-qiu,CAO Li-ping.Research on Indoor Design and Performance Evaluation of Cold Recycled Mixture with Emulsified Asphalt[J].Journal of Highway and Transportation Research and Development,2006,23(2):43-47.
Authors:DONG Ze-jiao  TAN Yi-qiu  CAO Li-ping
Abstract: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 evaluation,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 modified 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.
Keywords:Emulsified asphalt  Cold recycled mixture  Superpave design method  Raveling resistance  Performance evaluation in initial stage  Performance evaluation in final stage
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