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Influence of bonded mortar of recycled concrete aggregates on interfacial characteristics - Porosity assessment based on pore segmentation from backscattered electron image analysis

机译:再生混凝土骨料粘结砂浆对界面特性的影响-基于反向散射电子图像分析孔分割的孔隙率评估。

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摘要

In this study, the porosity assessment of bonded mortar of recycled aggregates (RA) is done by backscattered electron (BSE) image analysis, for the first time. The resulting effect on concrete mechanical properties was determined as well. Different mixes of recycled aggregate concrete (RAC) were formulated. The concrete specimens were cast to determine the compressive strength at various ages. Later, after 28 - day age, the hardened concrete specimens were used to extract samples for BSE image analysis. The BSE analysis was done by using the pore segmentation method previously developed to ascertain the microstructural features of hydrated cement pastes. From the image analysis, plots of segmented area versus grey value and brightness histograms at different threshold levels were obtained. The BSE image analysis was used to determine the pore area and total area in each frame for porosity assessment. The results indicated that RA affect the resulting mechanical strength of hardened concrete due to the lower specific gravity and higher water absorption as compared to the natural aggregates (NA). Recycled coarse aggregate (RCA) has about 28% higher bonded mortar content (BMC) with porosity of bonded mortar (BM) almost double as that of recycled fine aggregate (RFA). This leads to inferior interface between aggregate and cement paste thereby affecting the overall concrete properties. It is suggested to use pre-treatment methods for surface modification of RA for efficient use in eco-friendly and sustainable construction. (C) 2019 Elsevier Ltd. All rights reserved.
机译:在这项研究中,再生骨料(RA)粘结砂浆的孔隙率评估是通过背散射电子(BSE)图像分析首次进行的。确定对混凝土力学性能的影响。配制了不同的再生骨料混凝土混合物(RAC)。浇铸混凝土试样以确定在不同年龄下的抗压强度。之后,经过28天的老化,使用硬化的混凝土标本提取样品以进行BSE图像分析。 BSE分析是通过使用先前开发的用于确定水合水泥浆的微观结构特征的孔分段方法进行的。从图像分析中,获得了在不同阈值水平下分割区域与灰度值和亮度直方图的关系图。使用BSE图像分析来确定每个框架中的孔隙面积和总面积,以进行孔隙度评估。结果表明,与天然骨料(NA)相比,RA影响比重和吸水率更高,从而影响了硬化混凝土的机械强度。再生粗骨料(RCA)的粘结砂浆含量(BMC)高约28%,粘结砂浆(BM)的孔隙率几乎是再生细骨料(RFA)的两倍。这导致骨料和水泥浆之间的界面较差,从而影响了混凝土的整体性能。建议使用预处理方法对RA进行表面改性,以有效用于生态友好和可持续的建筑。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2019年第10期|149-163|共15页
  • 作者单位

    Kangwon Natl Univ, Dept Civil Engn, 346 Jungang Ro, Samcheok Si 25913, Gangwon Do, South Korea;

    Univ Macau, Inst Appl Phys & Mat Engn, Ave Univ, Taipa, Macao, Peoples R China;

    Natl Univ Sci & Technol, Sch Civil & Environm Engn, Islamabad, Pakistan;

    Kangwon Natl Univ, Dept Civil Engn, 346 Jungang Ro, Samcheok Si 25913, Gangwon Do, South Korea;

  • 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

    Recycled aggregate; Bonded mortar; Porosity; BSE; Image analysis; Concrete;

    机译:再生骨料;粘结砂浆;孔隙率;BSE;图像分析;混凝土;

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