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常规设备对Superpave沥青路面永久变形的预测
引用本文:张超,杨瑞华,孙洪燕.常规设备对Superpave沥青路面永久变形的预测[J].中南公路工程,2007,32(3):90-93.
作者姓名:张超  杨瑞华  孙洪燕
作者单位:同济大学道路与交通工程教育部重点试验室 上海200092
摘    要:优质路面(Superpave)沥青混合料组成设计方法中对永久变形的预测采用的方法和设备是一般试验设计单位无法满足的。利用沥青路面分析仪(APA)和马歇尔稳定仪研究了影响沥青混合料抗车辙性能的各个因素,并分析了间接拉伸强度和混合料的抗车辙性能的关系,为合理预测沥青混合料的车辙病害提供了重要依据。

关 键 词:沥青混合料  抗车辙性能  间接拉伸强度
文章编号:1002-1205(2007)03-0090-04
修稿时间:2006-07-20

predict the permanent deformation in the Superpave mix design procedure with routine equipment
ZHANG Chao, YANG Ruihua, SUN Hongyan.predict the permanent deformation in the Superpave mix design procedure with routine equipment[J].Central South Highway Engineering,2007,32(3):90-93.
Authors:ZHANG Chao  YANG Ruihua  SUN Hongyan
Institution:Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University,Shanghai 200092, China
Abstract:As a result of the high cost of the performance testing equipment and well-trained,experienced personnel required in using the Superpave mix design procedure,most state highway agencies can not meet the condition.In this paper rutting potential was evaluated with the Asphalt Pavement Analyzer(APA) and indirect tensile strength(IDT Strength) was measured using the Marshall Stabilometer with a split tensile head.The Relationship between IDT Strength and Rutting Potential was given.The purpose of this paper is to provide references for future research of rutting in asphalt pavements and for designs of asphalt pavements.
Keywords:asphalt mix  rutting potential  indirect tensile strength
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