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Effect of microfines from manufactured sand on yield stress of cement paste

机译:制造砂微孔对水泥膏屈服应力的影响

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摘要

With the depletion of natural sand, the manufactured sand is frequently used in cement-based materials, which inevitably affects the flowability. It is mainly due to that the yield stress is affected by the microfines (= 75 mu m) in manufactured sand. However, the mechanism is still not fully understood. This paper investigated the effects of the microfines of limestone, granite, and two tuffs on the yield stress of cement pastes with superplasticizer. The average surface coverage, packing density, and particle size distribution (PSD) of the suspending particles were measured to reveal the affecting mechanism of microfines on the internal particle network of the pastes. Results show that the incorporation of the microfines increases the yield stress of cement pastes. Limestone with the highest specific surface area (SSA) and granite with the lowest SSA caused the largest and smallest increases of the yield stress, respectively. Two different tuffs with similar SSA led to equivalent increases of yield stress. It is ascribed to the reduction of the average surface coverage, which reduces the average surface-to-surface separation distance and enhances the colloidal interactions with the incorporation of microfines. Due to the high fraction of fine particles in microfines, although the packing density increases slightly, the PSD effect of the suspending particles is significantly enhanced, which increases the number and effective volume fraction of the contacting particles and therefore the particle contact interactions. The internal particle network of the cement pastes is jointly affected by colloidal interactions and particle contact interactions, which thereby leads to the different influences of the microfines on the yield stress. (C) 2020 Elsevier Ltd. All rights reserved.
机译:随着天然砂的耗尽,制造的砂经常用于基于水泥基材料,这不可避免地影响流动性。主要是由于屈服应力受制造砂中的微细荷(<=75μm)的影响。但是,该机制仍然不完全明白。本文研究了石灰石,花岗岩和两种凝灰石微细纤维对水泥粘膜屈服应力的影响。测量悬浮颗粒的平均表面覆盖,填充密度和粒度分布(PSD)以显示微细纤维对浆料内部颗粒网络的影响机理。结果表明,微孔的掺入增加了水泥糊的屈服应力。具有最高特异性表面积(SSA)和具有最低SSA的花岗岩的石灰岩引起了屈服应力的最大和最小增加。具有类似SSA的两种不同的牙龈导致屈服应力等同增加。它归因于平均表面覆盖的减小,这降低了平均表面分离距离并增强了与微孔的掺入的胶体相互作用。由于微纤维中的高颗粒,尽管填充密度略微增加,但悬浮颗粒的PSD效应显着增强,这增加了接触颗粒的数量和有效体积分数,因此增加了颗粒接触相互作用。水泥浆料的内部粒子网络受胶体相互作用和颗粒接触相互作用的共同影响,从而导致微细纤维对屈服应力的不同影响。 (c)2020 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2021年第18期|120987.1-120987.12|共12页
  • 作者单位

    Chongqing Univ Coll Mat Sci & Engn Chongqing 400044 Peoples R China;

    Jiangsu Sobute New Mat Co Ltd State Key Lab High Performance Civil Engn Mat Nanjing 211103 Peoples R China;

    Southeast Univ Sch Mat Sci & Engn Nanjing 211189 Peoples R China;

    Chongqing Univ Coll Mat Sci & Engn Chongqing 400044 Peoples R China;

    Jiangsu Sobute New Mat Co Ltd State Key Lab High Performance Civil Engn Mat Nanjing 211103 Peoples R China;

    Chongqing Univ Coll Mat Sci & Engn Chongqing 400044 Peoples R China|Jiangsu Sobute New Mat Co Ltd State Key Lab High Performance Civil Engn Mat Nanjing 211103 Peoples R China;

  • 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

    Microfines; Yield stress; Surface coverage; Packing density; Particle size distribution;

    机译:微孔;屈服应力;表面覆盖;包装密度;粒度分布;

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