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Experimental investigation on replacing cement by sintered limestone ash from the steelmaking industry for cement-stabilized soil: Engineering performances and micro-scale analysis

机译:炼钢工业用石灰石烧结灰替代水泥的试验研究:工程性能和微观分析

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摘要

The enormous cement demand for soil stabilization intensifies the carbon footprint on the environment, which can be relieved by replacing cement with supplementary cementitious materials (SCMs). However, such application of common SCMs is limited by the availability and the reactivity of the materials. To deal with this issue, sintered limestone ash (SLA), a novel waste from the steelmaking industry, was investigated for the feasibility of replacing cement for soil stabilization. The SLA was first characterized by means of a laser particle sizer, scanning electron microscopy-energy dispersive spectroscopy (SEM-EDS), X-ray diffraction (XRD), thermogravimetry (TG) and X-ray fluorescence (XRF), and was revealed to process a certain hydration reactivity. To prepare the stabilized soils, the mass fraction of cementitious materials (i.e., cement and SLA) was controlled to 10% of the total dry mass of the solids, and the SLA was then used to replace the cement in mass fractions of 0%, 5%, 10%, 15%, 20%, 50%, 80% and 100%. Subsequently, unconfined compression test revealed that the unconfined compressive strength (UCS) of the stabilized soils were benefitted from an SLA replacement ratio of <= 20%, while they decreased substantially thereafter. Following the UCS test, the compactability and hydraulic conductivity of representative soil samples were investigated, while XRD, SEM-EDS, TG and mercury intrusion porosimetry (MIP) were employed for the micro-scale characterization and mechanism analysis. With increasing SLA replacement ratios, the compactability and hydraulic conductivity value of the stabilized soils were improved. The beneficial effects were produced by the enhanced formation of calcium aluminate hydrate (CAH) and Al2O3-Fe2O3-mono (AFm) phases, as well as the filling effect of high content CaCO3 of SLA, while the deteriorative effects were produced by the relatively low reactivity of SLA compared to that of cement. In addition, the SLA replacement promoted the formation of Fe-AFm, and the high CaCO3 content hindered the carbonation process of AFm phases, enhancing their stability. (C) 2019 Elsevier Ltd. All rights reserved.
机译:水泥对土壤稳定的巨大需求加剧了环境中的碳足迹,可以通过用补充胶凝材料(SCM)代替水泥来缓解。然而,普通SCM的这种应用受到材料的可用性和反应性的限制。为了解决这个问题,研究了烧结石灰石灰(SLA)(一种来自炼钢行业的新型废物)在替代水泥以稳定土壤方面的可行性。首先通过激光粒度仪,扫描电子显微镜-能量色散谱(SEM-EDS),X射线衍射(XRD),热重分析(TG)和X射线荧光(XRF)对SLA进行表征。处理一定的水合反应性。为了制备稳定的土壤,将胶结材料(即水泥和SLA)的质量分数控制为固体总干质量的10%,然后使用SLA代替质量分数为0%的水泥, 5%,10%,15%,20%,50%,80%和100%。随后,无边压缩试验表明,稳定土的无边压缩强度(UCS)得益于SLA替代率<= 20%,但此后却大大降低。经过UCS测试,研究了代表性土壤样品的可压实性和水力传导率,同时使用XRD,SEM-EDS,TG和压汞法进行了微观表征和机理分析。随着SLA置换比的增加,稳定土的压实性和水力传导率值得到改善。铝酸钙水合物(CAH)和Al2O3-Fe2O3-mono(AFm)相的形成增强以及高含量SLA的CaCO3填充效果产生了有益的作用,而相对较低的SLA产生了不利的影响。 SLA与水泥的反应性。此外,SLA的替代促进了Fe-AFm的形成,高的CaCO3含量阻碍了AFm相的碳化过程,从而增强了它们的稳定性。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2020年第28期|117425.1-117425.12|共12页
  • 作者

  • 作者单位

    Nanjing Hydraul Res Inst Mat & Struct Engn Dept Nanjing 210029 Peoples R China|Hohai Univ Coll Water Conservancy & Hydropower Nanjing 210098 Peoples R China;

    Nanjing Hydraul Res Inst Mat & Struct Engn Dept Nanjing 210029 Peoples R China|Hohai Univ Coll Mech & Mat Nanjing 210098 Peoples R China;

    Nanjing Hydraul Res Inst Mat & Struct Engn Dept Nanjing 210029 Peoples R China;

    Nanjing R&D Tech Grp Co Ltd Nanjing 210029 Peoples R China;

    Hohai Univ Coll Water Conservancy & Hydropower Nanjing 210098 Peoples R China|Nanjing Hydraul Res Inst Hydraul Engn Dept Nanjing 210029 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

    Cement-stabilized soil; Sintered limestone ash; Cement replacement; Engineering performance; Micro-scale analysis; Hydration reactivity;

    机译:水泥稳定的土壤;烧结石灰石灰;水泥置换;工程性能;微观分析;水化反应性;

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