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首页> 外文期刊>Road materials and pavement design >The effect of nano-CaCO_3/styrene-butadiene rubber (SBR) on fundamental characteristic of hot mix asphalt
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The effect of nano-CaCO_3/styrene-butadiene rubber (SBR) on fundamental characteristic of hot mix asphalt

机译:纳米CaCO_3 /苯乙烯 - 丁二烯橡胶(SBR)对热混合沥青基本特征的影响

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摘要

This study investigates the performance characteristics of nano-CaCO3/SBR-modified asphalt mixture. SBR-modified asphalt was mixed with nano-CaCO3 particles at a concentration of 3%, 4%, 5%, 6% and 7% by weight of asphalt binder. Wheel track test was used to determine the proper dosage of nano-compound modifiers which are comparable to SBS-modified asphalt mixture in terms of deformation performance at high temperature. Asphalt mixture performance tests such as static creep test, overlay test and three-point beam bending test were conducted for nano-modified asphalt mixture and SBS-modified asphalt mixture. The micro topography and micromechanical property of modified bitumen are evaluated by atomic force microscopy (AFM) to study the modification mechanism of nano modifiers. Results show that 5%CaCO3/4%SBR-modified asphalt mixture has superior rutting resistance and creep characteristics at high temperature in terms of wheel track test and static creep test. However, reflection cracking resistance and flexural deformation stability of 5%CaCO3/SBR-modified asphalt mixture at low temperature are slightly worse than SBS-modified asphalt mixture. Despite this, ANOVA result indicates that the difference between the two kinds of asphalt mixture is not significant. AFM test result reveals that 5%CaCO3/SBR modifier can well be dispersed in bitumen and evidently increase the micromechanical properties of bitumen such as adhesion and dissipated energy while it has a negative effect on Derjaguin-Muller-Toporov (DMT) modulus. In general, 5%nano-CaCO3/4%SBR modifier has the desirable potential to comprehensively improve the performance of hot mix asphalt and is promised to be applied in the warm area.
机译:本研究研究了纳米Caco3 / SBR改性沥青混合物的性能特征。将SBR改性的沥青与纳米CaCO 3颗粒混合,浓度为3%,4%,5%,6%和7%重量的沥青粘合剂。轮轨试验用于确定纳米复合改性剂的适当剂量,其在高温下的变形性能方面与SBS改性的沥青混合物相当。对纳米改性沥青混合物和SBS改性沥青混合物进行沥青混合物的沥青混合性能试验如静态蠕变试验,覆盖试验和三点梁弯曲试验。通过原子力显微镜(AFM)评估改性沥青的微观形貌和微机械性能研究纳米改性剂的改性机理。结果表明,在轮轨试验和静态蠕变试验方面,5%CaCO3 / 4%SBR改性沥青混合物具有优异的车辙抗性和蠕变特性。然而,低温下5%Caco3 / SBR改性沥青混合物的反射裂化抗性和抗弯变形稳定性比SBS改性沥青混合物略差。尽管如此,ANOVA结果表明两种沥青混合料之间的差异不显着。 AFM测试结果表明,5%CaCO 3 / SBR改性剂可以很好地分散在沥青中,并且显着增加沥青的微机械性质,例如粘附和散发能量,同时它对Derjaguin-Muller-Toporov(DMT)模量具有负面影响。通常,5%纳米CaCO 3/4%SBR改性剂具有理想的潜力,可以全面提高热混合沥青的性能,并承诺在温暖的区域中应用。

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