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Mechanical properties, durability characteristics and shrinkage of plain cement and fly ash concretes subjected to accelerated carbonation curing

机译:加速碳化固化的普通水泥和粉煤灰混凝土的机械性能,耐久性能和收缩率

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摘要

The paper presents an experimental study on assessment of the effect of accelerated carbonation curing (ACC) on the performance of two concrete mixtures having the same mixture proportions but different cementitious materials (plain-cement and fly-ash-blended-cement). Different sets of specimens were cast utilising both concrete mixtures and were then subjected to ACC for ten hours at a constant pressure of 414 kPa (60 psi). After exposing the specimens to ACC, they were tested for weight gain, carbonation depth, compressive and tensile strengths, modulus of elasticity, water penetration depth, rapid chloride permeability, shrinkage, SEM and XRD. ACC of the concrete specimens for ten hours resulted in a significant weight gain with less than 2 mm of carbonation depth. Both mixtures gained compressive strength above 20 MPa after ten hours of ACC. The strength increased further when ACC-treated specimens were exposed to air, with a significant increase up to seven days for plain-cement concrete and up to 28 days for fly-ash-blended-cement concrete. Compared to reference moist-cured concretes, the ACC-treated concretes were found to exhibit a slightly lower long-term strength (15% for plain-cement and 5% for fly-ash-concrete). However, the overall performance of the ACC-treated concrete mixtures was comparable with the respective moist-cured concrete mixtures.
机译:本文提出了一项实验研究,以评估加速碳化固化(ACC)对两种具有相同混合比但水泥材料不同的混凝土混合物(普通水泥和粉煤灰混合水泥)的性能的影响。使用这两种混凝土混合物浇铸不同组的标本,然后在414 kPa(60 psi)的恒定压力下进行ACC十小时。在将样品暴露于ACC之后,对它们的重量增加,碳化深度,抗压强度和拉伸强度,弹性模量,水渗透深度,快速氯离子渗透性,收缩率,SEM和XRD进行了测试。混凝土试样的ACC历时10小时,碳化深度不足2 mm,重量明显增加。 ACC十小时后,两种混合物的抗压强度均超过20 MPa。当ACC处理的试样暴露在空气中时,强度进一步提高,对于普通水泥混凝土,至多7天明显增加;对于粉煤灰水泥混凝土,至多28天显着增加。与参考湿固化混凝土相比,经ACC处理的混凝土显示出较低的长期强度(普通水泥为15%,粉煤灰混凝土为5%)。但是,经ACC处理的混凝土混合物的总体性能与相应的湿固化混凝土混合物相当。

著录项

  • 来源
    《Civil Engineering》 |2019年第11appa期|73-81|共9页
  • 作者

  • 作者单位

    Civil and Environmental Engineering Department King Fahd University of Petroleum and Minerals Dhahran 31261 Saudi Arabia;

    Research Institute King Fahd University of Petroleum and Minerals Dhahran 31261 Saudi Arabia;

    @;

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

    accelerated carbonation curing; concrete; mechanical properties; durability; shrinkage;

    机译:加速碳化固化;具体;机械性能耐久性收缩;

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