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Analysis of Aggregate Morphological Characteristics for Viscoelastic Properties of Asphalt Mixes Using Simplex Lattice Design

机译:用单晶格设计分析沥青混合料粘弹性的总体形态特征

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摘要

Morphological characteristics of aggregates have direct impacts on performances of asphalt mixes. This paper aims to investigate the effects of the morphological characteristics of fine and coarse aggregates on the high-temperature viscoelastic properties of asphalt mortars and mixtures. For this purpose, an experimental proportion scheme was designed for asphalt mixes prepared with three different types of aggregates (basalt, andesite and pebble/river sand) based on the simplex lattice design (SLD) method. Three morphological parameters were chosen to characterize shape, angularity and texture of aggregates. Afterwards, the uniaxial compression creep test was conducted for asphalt mixes and the high-temperature viscoelastic properties were obtained based on Burgers model. The effects of fine and coarse aggregates on the viscoelastic properties are analyzed through asphalt mortars and mixtures, respectively. The results showed that aggregate morphological characteristics correlate with the high-temperature viscoelastic properties of asphalt mixes, especially for fine aggregates. Aggregates with complex morphological characteristics are conducive to improving the deformation recovery and anti-deformation of asphalt mixes. Furthermore, coarse aggregates can enhance the anti-deformation of asphalt mixture effectively due to its skeleton effect.
机译:骨料的形态特征直接影响沥青混合料的性能。本文旨在研究细骨料和粗骨料的形态特征对沥青砂浆和混合物的高温粘弹性的影响。为此,基于单纯形点阵设计(SLD)方法,针对由三种不同类型的骨料(玄武岩,安山岩和卵石/河砂)制备的沥青混合料设计了实验比例方案。选择了三个形态学参数来表征骨料的形状,角度和质地。然后,对沥青混合料进行了单轴压缩蠕变试验,并根据Burgers模型获得了高温粘弹性。分别通过沥青砂浆和混合料分析了细骨料和粗骨料对粘弹性的影响。结果表明,骨料的形态特征与沥青混合料的高温粘弹性有关,尤其是细骨料。具有复杂形态特征的骨料有利于提高沥青混合料的变形恢复和抗变形能力。此外,粗骨料由于其骨架效应可以有效地增强沥青混合料的抗变形性。

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