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基于CAM模型的沥青混合料粘弹性能研究

张肖宁 迟凤霞 王丽健 史金锋

东南大学学报(英文版)2008,Vol.24Issue(4):498-502,5.
东南大学学报(英文版)2008,Vol.24Issue(4):498-502,5.

基于CAM模型的沥青混合料粘弹性能研究

Study on viscoelastic performance of asphalt mixture based on CAM model

张肖宁 1迟凤霞 1王丽健 2史金锋3

作者信息

  • 1. 华南理工大学道路工程研究所,广州,510640
  • 2. 广东省高速公路有限公司,广州,510100
  • 3. 上海科达市政交通设计院,上海,200030
  • 折叠

摘要

Abstract

In order to study the viscoelastic characteristics of asphalt mixtures in the whole-frequency range, a dynamic shearing rheometer is used to carry out dynamic frequency sweeps for asphalt mixtures, which obtains the three-dimensional relationships among G*, temperature and frequency. Then the time-temperature shift principle is used to translate the relationships from three dimensions to two dimensions, so master curves are obtained regarding dynamic modules changing along with the frequency over 15 amount levels. The Christensen-Anderson-Marasteanu (CAM) model, a kind of the theological model, is used to analyze and compare theological performances of several asphalt mixtures based on the obtained master curves. The results indicate that the dynamic rheological test is an effective method for obtaining the master curve. Besides, the CAM model can describe well the viscoelastic deformation characteristics of asphalt mixtures.

关键词

沥青混合料/CAM模型/主曲线

Key words

asphalt mixture/CAM model/master curve

分类

交通工程

引用本文复制引用

张肖宁,迟凤霞,王丽健,史金锋..基于CAM模型的沥青混合料粘弹性能研究[J].东南大学学报(英文版),2008,24(4):498-502,5.

基金项目

The National Natural Science Foundation of China ( No. 50278037). ( No. 50278037)

东南大学学报(英文版)

1003-7985

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