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High-Temperature Stability of Asphalt Mixture with the Influence of Styrene Butadiene Styrene

机译:苯乙烯-丁二烯-苯乙烯的影响下沥青混合料的高温稳定性

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High temperature stability of asphalt mixture is used to evaluate the performance of asphalt concrete pavement. It is very important for engineers to improve pavement performance by analyzing factors that contribute to high temperature stability for asphalt mixtures. Based on the wheel tracking tests in laboratories, three types of asphalt mixtures with styrene butadiene styrene (SBS) modifier are used to analyze the high temperature performance of asphalt mixtures. It is shown that the optimum contents of SBS modifier would be 5%~6% in continuous-graded mixtures; Rutting Depth (RD) would reduce and Dynamic Stability (DS) would obviously increase with the increase of SBS modifier; the DS of the coarser asphalt mixtures would be larger than that of the finer mixtures. The coarse aggregate could enhance friction of skeleton structure and mechanical interlocking force among mineral granule so that the shear strength and the high-temperature stability of the hot mixed asphalt mixtures would be significantly improved.
机译:沥青混合料的高温稳定性用于评估沥青混凝土路面的性能。对于工程师来说,通过分析有助于沥青混合料高温稳定性的因素来改善路面性能非常重要。根据实验室的车轮跟踪测试,使用三种类型的含苯乙烯丁二烯苯乙烯(SBS)改性剂的沥青混合料来分析沥青混合料的高温性能。结果表明,在连续梯度混合料中,SBS改性剂的最佳含量为5%〜6%。随着SBS改性剂的增加,车辙深度(RD)减小,动态稳定性(DS)明显增加;较粗的沥青混合料的DS将比细混合的沥青的DS大。粗骨料可以增强矿物颗粒间骨架结构的摩擦力和机械联锁力,从而显着提高热拌沥青混合料的抗剪强度和高温稳定性。

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