基于灰度共生基质的乳化沥青/聚合物复合材料形态及流变学研究

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引用次数: 0

摘要

乳化沥青/聚合物是路面行业应用最多的复合材料之一,也被定义为乳化聚合物改性沥青(PMA)。PMA 表现出多物理状态的过渡行为,并具有相应的粘弹特性。然而,很少有人对 PMA 的形态相容性给予应有的关注,因为形态相容性直接决定了 PMA 的粘弹性转变和失效概率。本文旨在结合荧光显微镜,利用形态学理论建立灰度共现矩阵(GLCM)模型,定量描述 PMA 的形态相容性。此外,还引入了具有自交联特性的水性聚合物来改性乳化沥青,包括丙烯酸酯、环氧树脂、聚氨酯和液体橡胶。通过性能等级、稳定剪切粘度和主曲线测试,全面评估了 PMA 的流变特性。最后,通过统计分析确定了 PMA 的形态兼容性与流变特性之间的关系。本研究中介绍的方法可能是研究乳化沥青/聚合物复合材料的多物理转变行为和形态相容性的一种有前途的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Morphological and rheological investigation of emulsified asphalt/polymer composite based on gray-level co-occurrence matrix

Emulsified asphalt/polymer is one of the most applied composite materials in pavement industry, which is also defined as emulsified polymer modified asphalt (PMA). PMA exhibits the transition behavior of multi-physical states with corresponding viscoelastic characteristics, and studies had focused on the application performances of PMA. However, few had paid proper attention to the morphological compatibility of PMA, which dominated its viscoelastic transition and failure probability directly. This paper aims to establish a gray-level co-occurrence matrix (GLCM) model with morphology theory to quantitatively describe the morphological compatibility of PMA, combined with fluorescent microscope. Furthermore, waterborne polymers with self-crosslinking characteristics are introduced to modify emulsified asphalt, including acrylate, epoxy resin, polyurethane and liquid rubber. The rheological characteristics of PMA are comprehensively evaluated through performance grade, steady shear viscosity, and master curve tests. Finally, a statistical analysis is conducted to establish the relationship between morphological compatibility and rheological characteristics of PMA. The approach introduced in this study could be a promising method to investigate the multi-physical transition behaviors and morphological compatibility of emulsified asphalt/polymer composite material.

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来源期刊
International Journal of Transportation Science and Technology
International Journal of Transportation Science and Technology Engineering-Civil and Structural Engineering
CiteScore
7.20
自引率
0.00%
发文量
105
审稿时长
88 days
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