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基于正交优化设计法制备高模量改性沥青

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通过单因素试验设计,选取三个水平,基于高模量剂掺量、SBS改性剂含量、剪切时间及剪切速率四个因素进行正交试验设计,制备性能优异稳定的高模量改性沥青,采用 目视分析法、极差分析法、灰色关联综合评分法及灰色关联极差法,研究各因素对高模量改性沥青试样弹性恢复率、离析稳定性及三大指标影响规律,确定满足高模量改性沥青性能要求的最佳剪切工艺参数和合理的高模剂用量范围.
Preparation of high modulus modified asphalt based on orthogonal optimization design method
Through single factor experimental design,three levels were selected,and orthogonal experimental design was conducted based on four factors:high modulus agent content,SBS modifier content,shear time,and shear rate.High modulus modified asphalt with excellent and stable performance was prepared.Visual analysis,range analysis,grey correlation comprehensive scoring,and grey correlation range method were used to study the impact of various factors on the elastic recovery rate of high modulus modified asphalt samples determine the optimal shear process parameters and reasonable range of high modulus agent dosage to meet the performance requirements of high modulus modified asphalt,based on the influence of segregation stability and three major indicators.

high modulus modified asphaltorthogonal optimization designperformance analysispreparation process

杨纪举

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临沂市公路事业发展中心郯城县中心,山东 临沂 276100

高模量改性沥青 正交优化设计 性能分析 制备工艺

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(1)
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