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盐冻循环作用下沥青混合料损伤特性

王宏 安冠宇

路基工程Issue(2):1-9,9.
路基工程Issue(2):1-9,9.DOI:10.13379/j.issn.1003-8825.202407104

盐冻循环作用下沥青混合料损伤特性

Damage Characteristics of Asphalt Mixture under Salt Freeze-Thaw Cycles

王宏 1安冠宇1

作者信息

  • 1. 中交第一公路勘察设计研究院有限公司,西安 710068
  • 折叠

摘要

Abstract

To explore the fatigue performance and the evolution law of damage in the micro-fine voids structure of asphalt mixtures under the coupled action of salt freeze-thaw cycles,this paper conducted immersion salt solution Hamburg rutting tests and four-point bending tests on asphalt mixtures after salt freeze-thaw cycles,and it also studied the rutting resistance and fatigue performance degradation laws of asphalt mixtures after salt freeze-thaw damage.Based on industrial CT nondestructive testing technology,this paper analyzed the damage characteristics of the micro-fine voids structure in asphalt mixtures under the erosion of salt freeze-thaw cycles.The results show that:the erosion of salt freeze-thaw cycles significantly reduces the stability of asphalt mixtures under the coupled action of salt solution,temperature,and load.With the increase in the number of salt freeze-thaw cycles,the fatigue life and dissipated energy of asphalt mixtures decrease exponentially.Under the combined damage action of salt erosion,crystallization expansion,and freezing expansion,the volume of micro-nano-scale closed voids and semi-connected voids in asphalt mixtures increases,with closed voids developing toward semi-connected voids and semi-connected voids toward connected voids.The expected value of micro-fine voids diameter and the number of voids increase and decrease exponentially with the increase in the number of salt freeze-thaw cycles.The erosion of salt freeze-thaw cycles leads to an increase in the voids rate of asphalt mixtures,which is the main reason for the generation of compaction-type rutting and the rapid degradation of fatigue performance in asphalt pavement.

关键词

道路工程/盐冻/损伤特性/细微观空隙结构/疲劳性能

Key words

road engineering/salt freeze-thaw/damage characteristics/micro-fine voids structure/fatigue performance

分类

交通工程

引用本文复制引用

王宏,安冠宇..盐冻循环作用下沥青混合料损伤特性[J].路基工程,2026,(2):1-9,9.

基金项目

2022年度交通运输行业重点科技项目(2022-MS1-073) (2022-MS1-073)

路基工程

1003-8825

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