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Bonding Characteristics Analysis of Ultra-thin Overlay of Asphalt Pavement Layer

机译:沥青路面层超薄覆盖层的粘接特性分析

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It researches ulter-thin overlays and bonding characteristics of the original road with a large number of laboratory test simulation tools in the thesis. From different spread quantities and different temperature of the adhesive layer shear strength test, you can get the layers of oil content should not be less than 2.5% of SBS modifier, the emulsified asphalt solid content should not be less than 60%. Through factor analysis of sticky layer of oil spread quantities, you can get the ultra-thin overlay layer with voids in asphalt mixtures VV and significant influence of the original pavement structure depth TD on interlayer bonding properties, the design range of appropriate void UTFC10 ultra-thin overlay is 8~12%, the range of oil spread quantities of sticky layer is 0.8~1.2 L/m~2.
机译:本文研究了具有大量实验室测试仿真工具的原始道路的uter-薄覆盖和粘接特性。从不同的涂层剪切强度试验中的不同涂抹量和不同的温度,可以获得油含量的层数不应小于2.5%的SBS改性剂,乳化沥青固体含量不应小于60%。通过因子分析粘性层的粘性层,您可以在沥青混合物VV中获得空隙的超薄覆盖层,并且原始路面结构深度Td在层间粘接性能下的显着影响,适当的voidutfc10超级的设计范围薄覆盖率为8〜12%,粘性层的油扩散量为0.8〜1.2L / m〜2。

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