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A comparative study on the performance of cementitious composites resilient to airfield conditions

机译:水泥复合材料的性能对机场条件的性能进行比较研究

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摘要

With increasing advancement in military aircraft technology, concrete pavements at Australian airbases have been experiencing premature degradation as manifested by scaling. It occurs progressively on the surface of concrete and causes higher maintenance cost and disruption to aircraft operation. This study elucidates the underlying mechanisms of scaling and recommends some low-cost alternative cementitious composites resilient to the airbase operating conditions. To prepare those cement composites, Portland cement (PC) was treated with epoxy resin, acrylic emulsion (AE) and silica fume (SF). Moreover, fly ash (FA) based geopolymer was fabricated and used as another candidate. The resilience of geopolymer, epoxy-SF-cement, AE-SF-cement, and plain PC mortar (control) are examined after prolonged exposure to reproduced airfield environmental conditions. The exposures conditions are applied cyclically until surface scaling is formed. XRD (X-ray diffraction) and FTIR (Fourier transform infrared spectroscopy) analysis are performed to detect the decomposition of crystal lattices of mineral compounds and the degradation of covalent bonds in the cement composites. Also, changes in microstructures, loss of mass and percentages of decreases in the strength of the cement composites are determined. Scaling is developed on the plain PC mortars at the end of 2 months of exposure. However, no scaling is observed on the geopolymer, epoxy-SF-cement, and AE-SF-cement mortars even after 5 months of exposure. In comparison with all cement composites used in this study, the epoxy-SF-cement mortar retained the highest percentage of the strength and exhibited substantially better resistance to the exposure conditions used. Thus, this study recommends the epoxy-SF-cement composite to repair and rehabilitate scale concrete at military airbases. Besides, geopolymer can be used for regular construction at army airbases to combat the saponification problem noticed at an early age of exposures. Crown Copyright (C) 2021 Published by Elsevier Ltd. All rights reserved.
机译:随着军用飞机技术的提高,澳大利亚空中飞机的进步,澳大利亚空中队的混凝土路面已经经历过早退化,表现出缩放。它逐渐发生在混凝土表面上,并导致飞机运行更高的维护成本和破坏。本研究阐明了缩放的潜在机制,并推荐一些低成本的替代水泥复合材料,适应空中级操作条件。为了制备那些水泥复合材料,用环氧树脂,丙烯酸乳液(AE)和二氧化硅烟气(SF)处理波特兰水泥(PC)。此外,制造了基于粉煤灰(Fa)的地质聚合物并用作另一个候选物。在长时间暴露于复制的机场环境条件后,检查了地缘聚合物,环氧-SF水泥,AE-SF水泥和普通PC砂浆(对照)的可恢应。曝光条件是循环施加的,直到形成表面缩放。进行XRD(X射线衍射)和FTIR(傅里叶变换红外光谱)分析以检测矿物化合物的晶体晶格的分解及水泥复合材料中的共价键的劣化。而且,测定了微观结构的变化,测定了水泥复合材料强度的质量损失和降低的降低百分比。在2个月的曝光结束时,在普通的PC砂浆上开发缩放。然而,即使在暴露5个月后,在地质聚合物,环氧-SF水泥和AE-SF水泥砂浆上没有观察到缩放。与本研究中使用的所有水泥复合材料相比,环氧树脂-SF水泥砂浆保留了强度的最高百分比,并对所使用的暴露条件表现出基本更好的抵抗力。因此,本研究建议将环氧树脂-SF水泥综合进行修复和恢复军用空中消费的规模混凝土。此外,地质聚合物可用于军队空中队的规范建设,以打击在曝光的早期注意到的皂化问题。 Crown版权所有(c)2021由elestvier有限公司出版。保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2021年第3期|122709.1-122709.13|共13页
  • 作者单位

    Univ New South Wales UNSW Australian Def Force Acad ADFA Sch Engn & Informat Technol SEIT Canberra ACT Australia|Deakin Univ Sch Engn Geelong Vic 3216 Australia|Dhaka Univ Engn & Technol DUET Dept Civil Engn Dhaka Bangladesh;

    Univ New South Wales UNSW Australian Def Force Acad ADFA Sch Engn & Informat Technol SEIT Canberra ACT Australia;

    Deakin Univ Sch Engn Geelong Vic 3216 Australia|Nanjing Forestry Univ Coll Civil Engn Nanjing Peoples R China;

    Intertek USA Inc Construct Serv Dept Houston TX USA;

    Deakin Univ Sch Engn Geelong Vic 3216 Australia;

    Univ New South Wales UNSW Sch Sci Canberra ACT Australia;

  • 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

    Cement composite; Airbase pavement; Scaling; Mass loss; High temperature; Chemical exposure;

    机译:水泥复合;空中级路面;缩放;质量损失;高温;化学照射;

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