首页> 外文期刊>Journal of materials in civil engineering >Discussion of 'Evaluating the Relationship between Permeability and Moisture Damage of Asphalt Concrete Pavements' by Rafiqul A. Tarefder and Mohiuddin Ahmad
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Discussion of 'Evaluating the Relationship between Permeability and Moisture Damage of Asphalt Concrete Pavements' by Rafiqul A. Tarefder and Mohiuddin Ahmad

机译:Rafiqul A. Tarefder和Mohiuddin Ahmad讨论了“评估沥青混凝土路面的渗透性与水分损伤之间的关系”

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摘要

The authors have presented a very interesting study (Tarefder and Ahmad 2014) that presents in situ field permeability data as well as laboratory permeability data on field core samples from asphalt concrete pavements. Field data are always nice to see, and the authors should be congratulated for publishing them. The discussers would like to make the following comments. The pavements studied by the authors are multilayered, making the situation quite complex and, further, making it difficult to isolate the relevant factors affecting moisture damage. Fig. 8(c) in the paper shows that the tensile strength ratio (TSR) decreases with permeability. The question of whether the TSR correlates with moisture damage will depend on several factors, in particular whether the water can drain away.
机译:作者提出了一项非常有趣的研究(Tarefder和Ahmad,2014年),该研究提供了沥青混凝土路面现场岩心样品的现场渗透率数据以及实验室渗透率数据。现场数据总是很高兴看到,并为作者发表这些数据表示祝贺。讨论者想发表以下评论。作者研究的人行道是多层的,这使情况相当复杂,并且进一步使得难以隔离影响水分破坏的相关因素。纸中的图8(c)显示抗拉强度比(TSR)随着渗透率的降低而降低。 TSR是否与水分破坏有关的问题将取决于几个因素,尤其是水是否可以流走。

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  • 来源
    《Journal of materials in civil engineering》 |2015年第12期|07015009.1-07015009.1|共1页
  • 作者

    P. J. Vardanega; T. J. Waters;

  • 作者单位

    Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, U.K.;

    Deception Bay, QLD 4508, Australia;

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  • 原文格式 PDF
  • 正文语种 eng
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  • 入库时间 2022-08-18 00:16:11

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