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Optimization of mix proportion of alkali-activated slag mortars prepared with seawater and coral sand

机译:用海水和珊瑚砂制备碱活化炉渣砂浆混合比例的优化

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摘要

To effectively utilize marine resources and promote sustainable development in the construction industry, an innovative building material, namely, alkali-activated slag mortars prepared with seawater and coral sand (SC-AAMs), was proposed in this paper, and its workability, setting time, compressive strength, flexural strength, and drying shrinkage were studied. The effects of the modulus of sodium silicate (M-s), Na2O-to-binder (N/B) ratio by weight, replacement ratio of the coral sand for sea sand (R-s), and water-to-binder (W/B) ratio were considered using the Taguchi orthogonal experimental design method. The experimental results indicated that an increased alkali activator modulus and alkaline contents improved the compressive and flexural strengths, however, resulting in a decreased setting time and an increased drying shrinkage. According to the results from the aforementioned orthogonal experiments, the optimum mixtures for SC-AAMs were determined to be an M-s = 1.2, a N/B = 4%, a W/B = 0.45, and a R-s = 100%. Then, the microstructure and crystalline phases in the SC-AAMs prepared with this optimum mix proportion were analyzed using scanning electron microscopy (SEM) and X-ray diffraction (XRD), respectively, and the cement mortar mixed by seawater and coral sand was selected as the reference. It can be concluded that the utilization of the alkali-activated materials changed the reaction hydrate products of the mortars and improved the interfacial microstructures between the coral sand and slurry. In addition, the existence of the coral sand reduced the drying shrinkage of the AAMs due to the self-curing effect inside the coral aggregate. (C) 2021 Elsevier Ltd. All rights reserved.
机译:在本文中提出了一种有效地利用海洋资源,促进建筑业的可持续发展,即采用海水和珊瑚砂(SC-AAMS)的碱性建筑材料,即碱活性炉渣砂浆,其可加工性,设定时间研究了抗压强度,抗弯强度和干燥收缩。硅酸钠(MS),Na 2-粘合剂(N / B)比例的效果,珊瑚砂对海沙(RS)和粘合剂(W / B)的重量,替代比(W / B)使用Taguchi正交实验设计方法考虑比率。实验结果表明,增加的碱活化剂模量和碱性含量提高了压缩和弯曲强度,从而导致凝固时间降低和增加的干燥收缩。根据上述正交实验的结果,测定SC-AAMs的最佳混合物为M-S = 1.2,N / B = 4%,W / B = 0.45,R-S = 100%。然后,使用扫描电子显微镜(SEM)和X射线衍射(XRD)分析用该最佳混合比例制备的SC-AAM中的微观结构和结晶相,并选择由海水和珊瑚砂混合的水泥砂浆作为参考。可以得出结论,碱活化材料的利用改变了迫击炮的反应水合物产物,并改善了珊瑚砂和浆料之间的界面微观结构。此外,由于珊瑚骨料内部的自固化作用,珊瑚砂的存在降低了AAM的干燥收缩。 (c)2021 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2021年第17期|122805.1-122805.12|共12页
  • 作者单位

    Southeast Univ Minist Educ Key Lab Concrete & Prestressed Concrete Struct Nanjing 210096 Peoples R China|Natl Univ Singapore Sch Design & Environm Dept Bldg Singapore 117566 Singapore;

    Southeast Univ Minist Educ Key Lab Concrete & Prestressed Concrete Struct Nanjing 210096 Peoples R China;

    Natl Univ Singapore Sch Design & Environm Dept Bldg Singapore 117566 Singapore;

    Southeast Univ Sch Mat Sci & Engn Jiangsu Key Lab Construct Mat Nanjing 211189 Peoples R China;

    Southeast Univ Minist Educ Key Lab Concrete & Prestressed Concrete Struct Nanjing 210096 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

    Alkali-activated mortars (AAMs); Seawater; Coral sand; Mechanical properties; Drying shrinkage; Microstructure;

    机译:碱活性砂浆(AAM);海水;珊瑚砂;机械性能;干燥收缩;微观结构;

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