首页|Sasobit改性沥青的黏弹性模型及微观结构

Sasobit改性沥青的黏弹性模型及微观结构

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本研究联合描述凝胶和溶胶沥青的本构模型,对Sasobit改性沥青的流变响应进行了建模.研究表明,Sasobit改性沥青加热后冷却,会形成含蜡的晶体网络结构,得到凝胶沥青.Sasobit改性沥青的蠕变过程可以用一个非线性模型来描述,蠕变过程中晶体网络结构破坏,从而获得了溶胶沥青.沥青相中晶体蜡网络结构的变化是造成时间-温度叠加准则失效的原因.此外,Sasobit改性沥青的结构特征可以通过所提出的组合模型准确地描述,这将为准确获取Sasobit改性沥青的流变学特性提供基础.
Viscoelastic model and structural properties of Sasobit-modified asphalt
This study has modeled the rheological response of Sasobit-modified bitumen using a combination of two different models that describe gel-asphalt and sol-asphalt,respectively.Sasobit-modified asphalt is cooled after heating,the wax forms a crystal network structure,and gel-asphalt is obtained.The creep process of Sasobit-modified asphalt can be described by a nonlinear model,which is accompanied by the damage of the network structure,and thus,sol-asphalt is obtained.The network structure change of the wax in the asphalt may explain the mechanism of deviation from TTSP,and the structural characteristics of Sasobit-modified asphalt could be clearly described by the combined model.This will provide a foundation for accurately acquiring the rheological properties of Sasobit-modified asphalt.

crystalline network structurefractional modelmaster curvesSasobittime-temperature superposition principle

黄静宇、龙磊、廖丹

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湖南路桥建设集团有限责任公司,湖南 长沙 410000

晶体网络结构 分数阶模型 主曲线 Sasobit 时间-温度叠加准则

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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