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A novel Cold Rolled Asphalt mixtures for heavy trafficked surface course

机译:一种用于重载路面的新型冷轧沥青混合料

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摘要

Hot Rolled Asphalt (HRA) surtace course is a gap-graded mixture ot coarse aggregate, sand, mineral tiller and bitumen. The mechanical properties of the mixture are dominated by the strengthening properties of the mortar components, i.e. mineral filler, sand and bitumen. The material is extensively used for surfacing major roads in the UK because it provides a dense, impervious layer, resulting in a weather-resistant durable surface able to endure the demands of modern traffic loads and providing good resistance to fatigue cracking. However, it may experience some weakness in deformation resistance.Cold Bitumen Emulsion Mixture (CBEM) provides valuable advantages over hot asphalt mixtures in economic and environmental terms. The total energy required for mixing, transportation and laying such mixtures is lower compared with the traditional hot mixtures.This paper describes the development of a new, fast curing gap-graded Cold Rolled Asphalt (CRA) through replacement of conventional mineral filler with a Binary Blended Filler (BBF) generated from blending different percentages of two different waste fly ashes. The new CRA is found to be comparable with the traditional Hot Rolled Asphalt (HRA) after short periods of curing. The mechanical properties were assessed by stiffness modulus and uniaxial creep tests while water sensitivity was inspected by evaluating the stiffness modulus ratio before and after sample conditioning.The experimental results show a significant improvement in the mechanical properties and a substantial upgrading of material resistance to water sensitivity by the incorporation of BBF in the CRA. Moreover, the required strength i.e. 125 pen HRA stiffness modulus can be achieved after just several hours from de-moulding which represents a significant advantage when compared with the conventional reported curing times of 2-24 months for the traditional CBEMs.
机译:热轧沥青(HRA)面层是由粗骨料,沙子,矿物分er和沥青组成的间隙分级混合物。混合物的机械性能主要由砂浆组分即矿物填料,沙子和沥青的增强性能决定。该材料被广泛用于英国主要道路的铺面,因为它提供了致密的,不透水的层,从而产生了耐候的耐用表面,能够承受现代交通负荷的需求,并具有良好的抗疲劳开裂性。但是,它在抗变形性方面可能会遇到一些缺点。就经济和环境而言,冷沥青乳液混合物(CBEM)优于热沥青混合物。与传统的热混合物相比,混合,运输和铺设此类混合物所需的总能量更低。本文介绍了通过用二元替代传统的矿物填料来开发新型,快速固化的间隙分级冷轧沥青(CRA)的方法。通过将不同百分比的两种不同废粉煤灰混合而产生的混合填料(BBF)。在短时间固化后,发现新的CRA与传统的热轧沥青(HRA)相当。力学性能通过刚度模量和单轴蠕变测试进行评估,而水敏感性则通过评估样品预处理前后的刚度模量比来进行测试。实验结果表明,机械性能有了显着改善,并且材料对水敏感性的抵抗力大大提高了通过将BBF纳入CRA中。此外,脱模仅几小时后即可达到所需的强度,即125 pen HRA刚度模量,与传统的CBEM的2-24个月的传统固化时间相比,这是一个显着的优势。

著录项

  • 来源
    《Construction and Building Materials》 |2013年第12期|598-603|共6页
  • 作者单位

    School of Built Environment, Liverpool John Moores University, Henry Cotton Building, 15-21 Webster Street, Liverpool L3 2ET, UK,Kufa University, Alnajaf, Iraq;

    Liverpool Centre for Materials Technology, School of Built Environment, Liverpool John Moores University, Peter Jost Centre, Byrom Street, Liverpool L3 3AF, UK;

    School of Built Environment, Liverpool John Moores University, Peter Jost Centre, Byrom Street, Liverpool L3 3AF, UK;

    School of Pharmacy and Biomolecular Science, Liverpool John Moores University, James Parsons Building, Byrom Street, Liverpool 13 3AF, UK;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Hot Rolled Asphalt; Cold Rolled Asphalt; Stiffness modulus; Creep stiffness; Water sensitivity; Waste fly ashes;

    机译:热轧沥青冷轧沥青刚度模量;蠕变刚度;水分敏感性;废粉煤灰;

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