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沥青混合料高温稳定性能研究
引用本文:陈建民.沥青混合料高温稳定性能研究[J].公路交通技术,2006(1):29-33.
作者姓名:陈建民
作者单位:湖南省交通规划勘察设计院,长沙,410008
摘    要:通过对沥青混合料高温稳定性影响因素的灰色关联分析,在所知数据不多的条件下,计算出车辙大小与马歇尔力学特征值的灰色关联度,找出了影响沥青混合料高温稳定性各项因素的关联顺序,并对各项影响因素分别进行了研究,分析各种马歇尔力学特征值对混合料高温性能的影响。这种方法克服了一般数理统计分析中的不足,为沥青混合料的设计、评价、控制、和高温性能的改善提供了依据。

关 键 词:马歇尔力学特征值  灰色关联熵  动稳定度  车辙  沥青混合料
文章编号:1009-6477(2006)01-0029-05
收稿时间:04 16 2005 12:00AM
修稿时间:2005年4月16日

Asphalt High Temperature Stability Performance Study
Chen Jianmin.Asphalt High Temperature Stability Performance Study[J].Technology of Highway and Transport,2006(1):29-33.
Authors:Chen Jianmin
Institution:Chen Jianmin
Abstract:Through gray association analysis of asphalt high temperature stability performance influence factors,under condition of not much known data,the gray association degree between size of rut and Marshall mechanical characteristics value is calculated,and the association sequence of all factors that influence asphalt high temperature stability is found out,and the respective studies are conducted to all influential factors to analyze influence of all Marshall mechanical characteristics values to the high temperature stability performance of asphalt mixture.This method overcomes the disadvantages in general mathematical statistics analysis,and provides basis for asphalt design,evaluation,control and its high temperature stability performance melioration.
Keywords:Marshall mechanical characteristics value  gray association entropy  dynamic stability  rut  asphalt mixture
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