复合多聚磷酸改性沥青混合料动态力学性能
首发时间:2024-04-29
摘要:为研究多聚磷酸(polyphosphoric acid,PPA)+SBS复合改性沥青混合料的动态力学性能,采用单轴压缩动态模量试验,分析温度和频率对动态模量和相位角的影响,并基于改进Havriliak-Negami(HN)模型构建动态模量和相位角主曲线,同时与SBS改性沥青混合料相对比。结果表明:2种沥青混合料动态模量和相位角随温度和频率变化呈现相同的趋势,HN模型可准确拟合2种沥青混合料的动态模量和相位角主曲线。相较于SBS改性沥青混合料,PPA+SBS复合改性沥青混合料的相位角在-10、20、50 ℃时均降低,而动态模量在-10 ℃时降低,20 ℃时变化较小,50 ℃时增加;较宽频域范围内,PPA+SBS复合改性沥青混合料在高温低频下动态模量变大,相位角变小,在低温高频下动态模量变小,相位角变化不大;PPA+SBS复合改性沥青混合料具有更优的动态力学性能。
关键词: 道路工程 多聚磷酸+SBS复合改性沥青混合料 动态模量 相位角 主曲线
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Dynamic mechanical properties of composite polyphosphate modified bitumen mixture
Abstract:In order to investigate the dynamic mechanical properties of PPA+SBS modified asphalt mixtures, uniaxial compression dynamic modulus test were conducted. The influence of temperature and frequency on dynamic modulus and phase angle was analyzed. Additionally, dynamic modulus and phase angle master curves were constructed based on the modified Havriliak-Negami (HN) model. A comparative analysis was also performed with SBS-modified asphalt mixtures. The results indicate that both types of asphalt mixtures exhibit similar trends in dynamic modulus and phase angle variations with changes in temperature and frequency. The HN model accurately fits the master curves of dynamic modulus and phase angle for both asphalt mixtures. In comparison to SBS-modified asphalt mixtures, the phase angle of PPA+SBS composite modified asphalt mixtures decreases at -10, 20, and 50 C, while the dynamic modulus decreases at -10 C, shows relatively minor changes at 20 C, and increases at 50 C. Over a wider frequency range, PPA+SBS composite modified asphalt mixtures exhibit increased dynamic modulus and decreased phase angle at high temperatures and low frequencies, while they show decreased dynamic modulus and relatively stable phase angle at low temperatures and high frequencies. These findings suggest that PPA+SBS composite modified asphalt mixtures possess superior dynamic mechanical properties.
Keywords: road engineering polyphosphoric acid+SBS composite modified asphalt mixture dynamic modulus phase angle main curve
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