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Evaluation of the effects of aggregate gradation and compaction effort on the voids in mineral aggregate in asphalt concrete.

机译:评估骨料级配和压实作用对沥青混凝土中矿物骨料中空隙的影响。

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摘要

Asphalt concrete should resist short-term rutting, provide resistance to thermal cracking, and maintain structural integrity through the design life of the structure. Balancing these factors is achieved by ensuring adequate asphalt binder in a strong aggregate structure. The design asphalt content is decreased by applying additional compaction effort in the form of increased gyrations in the Superpave Gyrator Compactor. The mixes that undergo increased compaction effort present decreased fatigue life, although they resist short-term rutting. Mixes that undergo less compaction effort contain more binder and have long fatigue lives, although they are susceptible to rutting.;Two hypotheses were tested to determine the effects of compaction effort, and gradation on the voids in mineral aggregate. Three gradations were tested to simulate the range of aggregate gradations allowed within the West Virginia Department of Highways control points for 9.5mm asphalt concrete at compaction levels of 80, and 100 gyrations. The reduction in the number of design gyrations for asphalt concretes in West Virginia does not create significant differences in the design parameter, voids in mineral aggregate (VMA). At a given compaction level, moving away from the maximum density line, either coarse- or fine-graded, creates statistically different VMA.;Additionally, the bulk specific gravity samples were tested for indirect tensile (IDT) strength, and fracture energy. The 80 gyration mixes presented higher IDT strength than the 100 gyration mixes. Mixes with high compaction slopes presented the lowest IDT strength. Using the load-deflection curves from the IDT test, the fracture energy was calculated. The 80 gyration mixes had fracture energy 32% greater than the 100 gyration mixes, indicating an increased fatigue life. The coarse graded mix has the largest increase in fracture energy when reducing compaction effort, although it had the lowest IDT strength.
机译:沥青混凝土应抵抗短期车辙,提供抗热裂性,并在结构的设计寿命内保持结构完整性。通过确保牢固的骨料结构中有足够的沥青粘合剂,可以平衡这些因素。通过在Superpave Gyrator压实机中以增加回转量的形式施加额外的压实作用来减少设计沥青的含量。尽管承受短期车辙,但增加压实强度的混合物却降低了疲劳寿命。压实力较小的混合物含有更多的粘合剂,并且具有很长的疲劳寿命,尽管它们很容易发车辙。;测试了两个假设,以确定压实力的影响以及矿物骨料空隙度的分级。测试了三个等级,以模拟在压实度为80和100回转时9.5mm沥青混凝土在西弗吉尼亚州公路局控制点内所允许的骨料等级范围。西弗吉尼亚州沥青混凝土设计回转数的减少并未在设计参数(矿骨中的空隙(VMA))中产生显着差异。在给定的压实水平下,远离最大密度线(粗略或细度分级)会产生统计上不同的VMA。此外,还对散装比重样品的间接拉伸(IDT)强度和断裂能进行了测试。 80回转混合物的IDT强度高于100回转混合物。具有高压实斜率的混合料具有最低的IDT强度。使用来自IDT测试的载荷-挠度曲线,计算了断裂能。 80个回转混合料的断裂能比100个回转混合料大32%,表明疲劳寿命增加。尽管IDT强度最低,但粗级混合料在降低压实力时的断裂能增加最大。

著录项

  • 作者

    Bessette, Logan.;

  • 作者单位

    West Virginia University.;

  • 授予单位 West Virginia University.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2013
  • 页码 86 p.
  • 总页数 86
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:41:27

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