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The Influence of Aggregate Interaction and Aging Procedure on Bitumen Aging

机译:骨料相互作用和老化过程对沥青老化的影响

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摘要

Bitumen, like many other organic substances, is affected by the presence of oxygen, ultraviolet radiation, and by changes in temperature. These external influences result in the phenomenon known as "aging" and cause changes in the chemical composition and therefore the rheological and mechanical properties of the bitumen. Aging is primarily associated with the loss of volatile components and oxidation of the bitumen during asphalt mixture production (short-term aging) and progressive oxidation of the in-place material in the field (long-term aging). Both factors cause an increase in viscosity (or stiffness) of the bitumen and consequential stiffening of the asphalt mixture. Aging at moderate levels is generally accepted and can even enhance performance, but at significant levels results in embrittlemcnt of the bitumen, significantly affecting its adhesive characteristics and usually resulting in reduced cracking resistance of the asphalt mixture under repeated loading. It has long been recognized that the characteristics of bitumens are affected by the mineral aggregate with which they come into contact and that age hardening is influenced by both the bitumen and the mineral aggregate as reported by Bell and Sosnovske in 1994. This paper investigates the influence of aggregate type and aging procedure on the rheological and chemical fractional properties of aged bitumen. Asphalt mixtures comprising limestone or granite aggregate have been artificially aged in the laboratory and the rheological properties and chemical composition of the recovered bitumen from the mixtures determined after different durations of aging. In addition, the influence of bulk aging versus thin film aging has been assessed on the same bitumen aged in the presence of aggregate.
机译:像许多其他有机物质一样,沥青会受到氧气,紫外线辐射和温度变化的影响。这些外部影响导致称为“老化”的现象,并导致沥青的化学组成以及流变和机械特性发生变化。老化主要与沥青混合料生产过程中挥发性成分的损失和沥青的氧化(短期老化)以及现场使用的材料的逐步氧化(长期老化)有关。这两个因素都会导致沥青的粘度(或刚度)增加,从而导致沥青混合物的硬化。中等程度的老化通常是可以接受的,甚至可以提高性能,但是,明显的老化会导致沥青的脆性,显着影响其粘合特性,并且通常导致在反复加载下沥青混合料的抗裂性降低。早就认识到,沥青的特性受其接触的矿物骨料的影响,而时效硬化则受到Bell和Sosnovske在1994年报告的沥青和矿物骨料的影响。类型和老化过程对老化沥青的流变和化学分数特性的影响包含石灰石或花岗岩骨料的沥青混合物已在实验室中进行了人工老化,并在不同的老化时间后确定了从混合物中回收的沥青的流变性质和化学组成。另外,已经在存在骨料的相同沥青中评估了整体老化与薄膜老化的影响。

著录项

  • 来源
    《Journal of testing and evaluation》 |2009年第5期|402-409|共8页
  • 作者

    Jiantao Wu; Gordon Airey;

  • 作者单位

    Dept. of Civil Engineering, Nottingham Transportation Engineering Centre, Univ. of Nottingham, University Park, Nottingham NG7 2RD, United Kingdom;

    Dept. of Civil Engineering, Nottingham Transportation Engineering Centre, Univ. of Nottingham, University Park, Nottingham NG7 2RD, United Kingdom;

  • 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

    bitumen; oxidative aging; aggregates; aging procedures; bitumen rheology; FTIR;

    机译:沥青;氧化老化骨料老化程序;沥青流变学红外光谱;
  • 入库时间 2022-08-17 13:36:56

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