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首页> 外文期刊>KSCE journal of civil engineering >Effect of Water Absorption and Loss Characteristics of Fine Aggregates on Aggregate-Asphalt Adhesion
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Effect of Water Absorption and Loss Characteristics of Fine Aggregates on Aggregate-Asphalt Adhesion

机译:细聚集体的吸水性和损失特性对聚集体 - 沥青粘附性的影响

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摘要

This study aims to investigate the effect of aggregate water absorption and loss characteristics on aggregate-asphalt adhesion. Lab tests were designed to analyze the water absorption and loss characteristics of limestone, basalt. and steel slag fine aggregates with different particle sizes under various temperatures and humidity conditions. Meanwhile, the low temperature nitrogen adsorption test, combined with the Brunauer, Emmett and Teller (BET) theory and Barret, Joyner and Halend (BJH) model, were used to calculate the specific surface area and pore size distribution of aggregate. Moreover, the asphalt-aggregate adhesion was evaluated by the net adsorption test. The results indicated that the change trends of water absorption and loss for the aggregates exhibited two stages. In the first stage, the amounts of water absorption and loss of aggregates were large and their change rates were high, while in the second stage, an opposite trend was observed. Humidity had the greatest influence on the water absorption and loss of aggregates, followed by aggregate particle size, contact time, temperature, and aggregate type. The smaller-sized aggregates had greater specific surface area, which led to a higher sensitivity to temperature and humidity changes. In comparison, the 0.3 mm-sized aggregate had a large capillary energy inside the pores, and it was the most sensitive to moisture. The steel slag aggregate had the strongest adhesion with asphalt, followed by the limestone aggregate, and the worst was basalt aggregate.
机译:本研究旨在探讨聚集水吸收和损失特性对聚集体 - 沥青粘附性的影响。设计实验室测试旨在分析石灰石,玄武岩的吸水率和损失特征。和钢渣在各种温度和湿度条件下具有不同粒度的细聚集体。同时,使用低温氮吸附试验,结合Brunauer,Emmett和Teller(Bet)理论和啤酒,Joyner和Halend(BJH)模型,用于计算聚集体的比表面积和孔径分布。此外,通过净吸附试验评估沥青聚集粘附性。结果表明,聚集体的吸水性和损失的变化趋势表现出两级。在第一阶段,吸水量和聚集体的损失大,其变化率高,而在第二阶段,观察到相反的趋势。湿度对吸水和聚集体丧失的影响最大,其次是骨料粒度,接触时间,温度和聚集型。较小的聚集体具有更大的比表面积,其导致对温度和湿度的更高的灵敏度。相比之下,0.3毫米尺寸的聚集体在毛孔内部具有大的毛细管能量,对水分最敏感。钢渣聚集体具有最强的粘附性与沥青,然后是石灰石骨料,最坏的是玄武岩骨料。

著录项

  • 来源
    《KSCE journal of civil engineering》 |2021年第6期|2020-2035|共16页
  • 作者单位

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China|Beijing Adv Innovat Ctr Future Urban Design Beijing 100044 Peoples R China;

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China;

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China|Beijing Adv Innovat Ctr Future Urban Design Beijing 100044 Peoples R China;

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China|Beijing Adv Innovat Ctr Future Urban Design Beijing 100044 Peoples R China;

    Res & Dev Ctr Highway Pavement Maintenance Techno Beijing 100097 Peoples R China;

    Changan Univ Sch Highway Xian 710064 Peoples R China;

    Michigan Technol Univ Dept Civil & Environm Engn Houghton MI 49931 USA;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Fine aggregates; Water absorption and loss characteristics; Pore size distribution; Aggregate-asphalt adhesion;

    机译:细骨料;吸水和损失特性;孔径分布;骨料 - 沥青粘附;

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