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超薄磨耗层沥青混合料评价指标 被引量:38

Performance evaluation indicator of ultra-thin wearing course asphalt mixture
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摘要 为了科学地选择和评价超薄磨耗层沥青混合料,选取SMA-10,UTAC-10和NovaChip Type-C 3种混合料类型作为评价性能指标,采用约束试件温度应力试验评价混合料的低温性能,通过渗水系数试验和抗滑性能试验评价混合料的表面性能,设计一种室内磨耗试验来研究混合料抵抗抗滑衰减的能力.采用一套3种条件下的飞散试验并结合冻融劈裂试验评价混合料的抗水损害性能.结果表明:冻断温度和冻断强度可有效评价磨耗层沥青混合料的低温性能,以初始摆值结合抗滑衰减程度评价磨耗层抗滑性能比较科学,评价超薄磨耗层材料的抗水损害能力须将冻融劈裂强度比和冻融劈裂强度结合起来. To scientifically select and evaluate ultra-thin wearing course asphalt mixture,three types of asphalt mixture,SMA-10,UTAC-10 and NovaChip Type-C were selected to study the performance evaluation indicator.The low temperature performance of mixture was evaluated by use of thermal stress rest rained specimen test,and the surface performance was evaluated by permeable coefficient test and anti-slide performance test.A kind of indoor abrasion test was designed to evaluate the skid resistance attenuation property of asphalt mixture,and a set of dispersion tests under three conditions was designed combining with freeze-thaw splitting test to evaluate water damage resistance performance of asphalt mixture.The results show that the frozen broken temperature and frozen broken strength can effectively evaluate the low temperature performance of ultra-thin wearing course asphalt mixture.It is scientific to use initial value of BPN and sliding attenuation degree to evaluate skid resistance performance of ultra-thin wearing course.Freeze-thaw splitting strength ratio and freeze-thaw splitting strength should be combined to evaluate resistance water damage performance.
出处 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2012年第12期73-77,共5页 Journal of Harbin Institute of Technology
基金 国家"十一五"科技支撑计划课题(2008BAG10B02) 交通部西部交通建设科技项目(2009318801083)
关键词 沥青路面 超薄磨耗层 沥青混合料 评价指标 性能 asphalt pavement ultra-thin wearing course asphalt mixture evaluation indicator performance
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参考文献9

  • 1NF P 98-137-1992. Asphalt-surface courses: very thin layer asphalt concrete-definition-classification characteristics-manufacturing-laying[S]. Paris: AFNOR, 1992. 被引量:1
  • 2BROSSEAUD Y, BELLANGER J, GOURDON J. Thinner asphalt layers for the maintenance of French roads [J]. Transportation Research Record TRR-1334, 1992 (8): 9-12. 被引量:1
  • 3JTGD50-2006,公路沥青路面设计规范[S].北京:人民交通出版社,2006. 被引量:23
  • 4KANERVA H K, VINSON T S, ZENG H. Low-temperature cracking: field validation of the thermal stress restrained specimen test [ R ]. Washington DC : Strategic Highway Research Program National Research Council, 1994, 401 : 116 - 119. 被引量:1
  • 5JTJ E20-2011.公路工程沥青及沥青混合料试验规程[S].北京:人民交通出版社,2011. 被引量:1
  • 6谭忆秋,张磊,柳浩,董雨明,薛忠军.基于约束试件温度应力试验评价几种沥青混合料的低温性能[J].公路,2010,55(1):171-175. 被引量:14
  • 7刘朝晖,沙庆林.超薄层沥青混凝土SAC-10矿料级配比较试验研究[J].中国公路学报,2005,18(1):7-13. 被引量:59
  • 8南雪峰,王莹.超薄磨耗层组成材料选择标准的研究[J].北方交通,2009(4):208-212. 被引量:1
  • 9姚李..沥青混合料按功能设计指标研究[D].哈尔滨工业大学,2011:

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