基于AMPT及数学模型探究再生沥青混合料的高温性能OA
Exploration of High-temperature Performance of Recycled Asphalt Mixture Based on AMPT and Mathematical Models
沥青混合料在高温下的稳定性是服役寿命的重要影响因素,探究各因素对高掺量回收沥青路面材料(RAP)复合再生沥青混合料高温性能的影响十分重要.研究采用原子力显微镜(AFM)确定再生剂(XT-3)最佳掺量,通过动态模量(|E*|)试验研究不同RAP掺量、温度、加载频率及纤维种类对高掺量RAP复合再生沥青混合料高温性能的影响规律.结果表明:当XT-3质量分数为7.0%时,微观黏附力最大,为8.482 mN,增幅为775%,再生效果最优.在相同RAP掺量、加载频率条件下,随着温度的升高,|E*|逐渐减小.在相同温度、加载频率条件下,随着RAP掺量的增加,|E*|呈先增大后减小的趋势.在相同温度、RAP掺量条件下,随着加载频率的减小,再生沥青混合料的|E*|降低,纤维的掺入能够有效提升沥青混合料的高温性能.结合方差分析、熵权-灰色关联度分析及随机森林模型方法,从3种数学框架探究温度、RAP掺量、加载频率及纤维种类对|E*|所产生的影响,其中温度的影响最显著.
The stability of asphalt mixtures at high temperatures is a critical factor affecting their service life.It is of great importance to investigate the effects of various factors on the high-temperature performance of composite recycled asphalt mixtures with a high content of reclaimed asphalt pavement materials(RAP).In the study,atomic force microscopy(AFM)was employed to determine the optimal dosage of the rejuvenator(XT-3).Dynamic modulus(|E*|)tests were conducted to examine the influence of different RAP contents,temperatures,loading frequencies,and fiber types on the high-temperature performance of high-RAP-content composite recycled asphalt mixtures.The results indicated that when the mass fraction of XT-3 was 7.0%,the microscopic adhesion force reached its maximum value of 8.482 mN,representing an increase of 775%,and the rejuvenation effect was optimal.Under the same RAP content and loading frequency conditions,the|E*|gradually decreased with increasing temperature.Under the same temperature and loading frequency conditions,the|E*|first increased and then decreased with increasing RAP content.Under the same temperature and RAP content conditions,the|E*|of the recycled asphalt mixtures decreased with decreasing loading frequency,and the incorporation of fibers effectively enhanced the high-temperature performance of the asphalt mixtures.By combining analysis of variance,the entropy weight-grey relational analysis method,and the random forest model,the effects of temperature,RAP content,loading frequency,and fiber type on|E*|were investigated from three mathematical frameworks,among which temperature was found to have the most significant influence.
余芳;周乾;杨礼明;李江涛;常明丰;熊锐
广西交通职业技术学院,广西 南宁 530023广西交通设计集团有限公司,广西 南宁 530029广西交通设计集团有限公司,广西 南宁 530029长安大学材料科学与工程学院,陕西 西安 710061长安大学材料科学与工程学院,陕西 西安 710061长安大学材料科学与工程学院,陕西 西安 710061
交通工程
道路工程再生沥青混合料高温性能数学模型
Road engineeringRecycled asphalt mixturesHigh-temperature performanceMathematical model
《塑料科技》 2026 (8)
113-119,7
2023年度广西高校中青年教师科研基础能力提升项目(2023KY1163)广西重点研发计划项目(桂科AB24010294)
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