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Structural performance of asphalt blocks pavement as related to thickness, binder types, and joint width

机译:与厚度,粘合剂类型和接缝宽度有关的沥青砌块路面的结构性能

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摘要

Asphalt block pavement is an innovative alternative to asphalt pavements. This study investigated the performance of asphalt paving blocks with a number of variables: block thickness, bitumen types and joint width between blocks. The effect of dynamic and static loads and their transfer from one block to another on the behaviour of asphalt block pavements were studied. Asphalt blocks were laid on sand bedding, but direct laying on a base course was also investigated. The experiments conducted in the laboratory were push-in test, pull-out test, and accelerated trafficking test. Two types of bitumen were used as binder to produce asphalt blocks: normal bitumen (60/70) and modified bitumen (PG 76) and different block thicknesses: 70 mm, 80 mm, and 90 mm. Asphalt blocks were laid in stretcher bond with various joint widths: no joint spacing, 2 mm, and 3 mm. The instruments of the push-in test and pull-out test were constructed within a steel box of 1.0 metre square; the push-in vertical load was increased from 0 to 30 kN on the samples of asphalt blocks. The accelerated trafficking loading test was conducted in a steel platform of 1.0 m × 5.0 m, the loaded wheel was moved over the pavement model and the deflection was taken at specific intervals. The results indicate that asphalt blocks have a great performance after being exposed to static load and dynamic load. The study shows that placing asphalt blocks directly on the base course resulted in uneven surface; therefore the bedding sand layer is a necessary component in the structure of asphalt block pavements. From the statistical results, the thickness of the block has insignificant impact on the structural performance. However, there is a trend that a change in block thickness from 70 to 90 mm decreases the deflection and displacement of asphalt block pavement which could be due to a greater frictional area and load transfer, thus increase the response of the pavement. The results also show the type of bitumen used in this study has insignificant impact on the structural performance. However, it has an impact on the compressive strength and density of the block. The finding reveals that placing blocks with no joint spacing is found to yield the best performance.
机译:沥青块路面是沥青路面的创新替代品。这项研究调查了许多变量的沥青铺路砖的性能:砖块厚度,沥青类型和砖块之间的接缝宽度。研究了动,静载荷及其从一个块到另一个块的传递对沥青块路面性能的影响。将沥青块铺在砂层上,但也研究了直接铺在基层上的方法。在实验室进行的实验是推入测试,拉出测试和加速贩运测试。两种类型的沥青用作粘合剂来生产沥青块:普通沥青(60/70)和改性沥青(PG 76),以及不同的块厚度:70 mm,80 mm和90 mm。沥青块以拉伸粘结的方式铺设,接头宽度各不相同:无接头间距,2 mm和3 mm。推入式和拉出式测试的仪器是在1.0米见方的钢箱内构造的;沥青块样品的推入竖向荷载从0增加到30 kN。在1.0 m×5.0 m的钢平台上进行加速的运输载荷测试,将加载的车轮移到路面模型上,并以特定间隔进行挠度测量。结果表明,沥青块料在承受静载荷和动载荷后均具有良好的性能。研究表明,将沥青块直接放在基层上会导致表面不平整。因此,顺层砂层是沥青砌块路面结构中必不可少的组成部分。从统计结果来看,砌块的厚度对结构性能影响不大。但是,存在这样一种趋势,即块厚度从70毫米更改为90毫米会减小沥青块路面的挠度和位移,这可能是由于较大的摩擦面积和载荷传递而引起的,因此增加了路面的响应性。结果还表明,本研究中使用的沥青类型对结构性能的影响很小。但是,它会影响砌块的抗压强度和密度。该发现表明,放置没有关节间距的砌块可产生最佳性能。

著录项

  • 作者

    Eltwati Ahmed Salama;

  • 作者单位
  • 年度 2015
  • 总页数
  • 原文格式 PDF
  • 正文语种 en
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