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基于DSR修正试验的老化沥青低温性能研究

钟国亮 童以文 刘亚敏 韩旭晖 高晨光

大连理工大学学报2025,Vol.65Issue(4):423-430,8.
大连理工大学学报2025,Vol.65Issue(4):423-430,8.DOI:10.7511/dllgxb202504013

基于DSR修正试验的老化沥青低温性能研究

Research on low-temperature performance of aging asphalt based on DSR correction experiment

钟国亮 1童以文 2刘亚敏 1韩旭晖 1高晨光1

作者信息

  • 1. 长安大学 公路学院,陕西西安 710064
  • 2. 三明市公路事业发展中心,福建三明 365099
  • 折叠

摘要

Abstract

In order to objectively and comprehensively evaluate the low-temperature performance of aging asphalt binder,dynamic shear rheometer(DSR)correction experiment method is proposed.Based on time-temperature equivalent principle,the low-temperature performance of five different asphalt binders at different aging time is investigated by using two indexes of relaxation modulus and relaxation rate,and a nonlinear prediction model of low-temperature performance with aging time is established.The results show that the DSR correction experiment method is suitable to evaluate the low-temperature performance of aging asphalt binders.For base asphalt,the fastest decay of low-temperature performance occurs in the short-term aging stage,and with the growth of aging time,the relaxation modulus gradually increases and the relaxation rate gradually decreases.For modified asphalt,its low-temperature performance degradation law is basically the same as that of base asphalt,but there is a gentle transition period.

关键词

道路工程/老化沥青/低温性能/DSR修正试验/评价指标/预估模型

Key words

road engineering/aging asphalt/low-temperature performance/DSR correction experiment/evaluation index/prediction model

分类

交通工程

引用本文复制引用

钟国亮,童以文,刘亚敏,韩旭晖,高晨光..基于DSR修正试验的老化沥青低温性能研究[J].大连理工大学学报,2025,65(4):423-430,8.

基金项目

国家自然科学基金资助项目(52278431,51608048) (52278431,51608048)

福建省交通运输科技计划资助项目(202236). (202236)

大连理工大学学报

OA北大核心

1000-8608

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