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盐冻循环作用下沥青混合料损伤特性OA

Damage Characteristics of Asphalt Mixture under Salt Freeze-Thaw Cycles

中文摘要英文摘要

为了探讨盐冻耦合作用下沥青混合料疲劳性能与微细观空隙结构损伤演变规律,对盐冻循环后的沥青混合料开展浸盐溶液汉堡车辙试验、四点弯曲试验,研究了盐冻循环损伤后沥青混合料的抗车辙性能及抗疲劳性能衰减规律,并基于工业 CT无损检测技术,分析了盐冻循环侵蚀作用对沥青混合料微细观空隙结构的损伤特性.结果表明:盐冻循环侵蚀作用显著降低了沥青混合料在盐溶液-温度-荷载耦合作用下的稳定性,随着盐冻循环次数增加,沥青混合料的疲劳寿命与耗散能均呈指数关系衰减;在盐分侵蚀-结晶膨胀-结冰冻胀共同损伤作用下,沥青混合料内部微纳米级的闭口空隙及半连通空隙体积增大,闭口空隙向半连通空隙发展、半连通空隙向连通空隙发展,微细观空隙直径期望值和空隙数量随盐冻循环作用次数增加呈指数关系增大和减少;盐冻循环侵蚀作用导致沥青混合料的空隙率增大,是沥青路面产生压密型车辙和疲劳性能快速衰减的主要原因.

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.

王宏;安冠宇

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

交通工程

道路工程盐冻损伤特性细微观空隙结构疲劳性能

road engineeringsalt freeze-thawdamage characteristicsmicro-fine voids structurefatigue performance

《路基工程》 2026 (2)

1-9,9

2022年度交通运输行业重点科技项目(2022-MS1-073)

10.13379/j.issn.1003-8825.202407104

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