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Engineering properties evaluation of unfired sludge bricks solidified by cement-fly ash-lime admixed nano-SiO_2 under compaction forming technology

机译:水泥 - 飞灰-ILIME凝固的未引用污泥砖的工程性能评价纳米SiO_2压实形成技术

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摘要

This paper investigated the engineering properties of unfired sludge bricks (USB) made from dredged sludge and cement-fly ash-lime admixed nano-SiO2 binders under compaction forming technology. A series of laboratory tests were conducted to evaluate the effects of cement content, mass ratio of lime to fly ash (L/FA) and nano-SiO2 (NS) content on the physical, mechanical and thermal insulation performance of USB. Furthermore, scanning electron microscopy (SEM) and X-ray diffraction (XRD) tests were also performed to explore the microstructural properties of USB. The results indicated that the binder composed of 15% cement, 1% lime, 9% fly ash and 1.5% NS was recommended to replace 25% cement for preparing USB, which can increase 7-, 28- and 60-day compressive strength by 1.37, 12.94 and 23.30%, respectively. The bulk density of USB increased with the increase of cement and NS content, but decreased with the L/FA. The water absorption of USB decreased with increasing cement and NS content, but increased with the L/FA. The lime content used in USB should be less than 3%. The pH of USB decreased with increasing NS content, and tended to be stable as the NS content increased to more than 1.5%. The increase of cement and NS content had adverse effect on the thermal insulation performance, but this can be effectively improved by the inclusion of lime and fly ash. A positive linear relationship was achieved between thermal conductivity and bulk density. The microstructure analysis confirmed that the CSH and CAH gels were the main cementitious products inside the USB, and the calcite (CaCO3) may be responsible for the micro-cracks appeared in USB. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文研究了由疏浚污泥和水泥 - 飞灰 - 石灰制成的未引用污泥砖(USB)的工程性能,其在压实形成技术下被混合纳米SiO2粘合剂。进行了一系列实验室测试以评估水泥含量,石灰的质量比对粉煤灰(L / FA)和纳米SiO2(NS)含量的影响,对USB的物理,机械和保温性能。此外,还进行了扫描电子显微镜(SEM)和X射线衍射(XRD)试验以探讨USB的微观结构性能。结果表明,由15%水泥,1%石灰,9%飞灰组成的粘合剂建议代替25%的水泥,用于制备USB,可以增加7-,28和60天的抗压强度1.37,12.94和23.30%。随着水泥和NS含量的增加,USB的堆积密度增加,但随着L / FA的增加而降低。 USB的吸水率随着水泥和NS含量的增加而降低,但随着L / FA增加而增加。 USB中使用的石灰含量应小于3%。 USB的pH随着NS含量的增加而降低,随着NS含量增加到超过1.5%,趋于稳定。水泥和NS含量的增加对隔热性能产生不利影响,但通过包含石灰和粉煤灰可以有效地改善这一点。在导热系和散装密度之间实现了正线性关系。微观结构分析证实CSH和CAH凝胶是USB内部的主要胶质产品,方解石(CACO3)可能对USB中出现的微裂纹负责。 (c)2020 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials 》 |2020年第30期| 119879.1-119879.12| 共12页
  • 作者单位

    Shanghai Jiao Tong Univ State Key Lab Ocean Engn 800 Dongchuan Rd Shanghai 200240 Peoples R China|Shanghai Jiao Tong Univ Dept Civil Engn Shanghai Key Lab Digital Maintenance Bldg & Infra Shanghai 200240 Peoples R China;

    Shanghai Jiao Tong Univ State Key Lab Ocean Engn 800 Dongchuan Rd Shanghai 200240 Peoples R China|Shanghai Jiao Tong Univ Dept Civil Engn Shanghai Key Lab Digital Maintenance Bldg & Infra Shanghai 200240 Peoples R China;

    Zhejiang Engn Invest Inst 501 Liyuan South Rd Ningbo 315000 Zhejiang 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

    Dredged sludge; Unfired sludge bricks; Engineering properties; Nano-SiO2; Microstructure;

    机译:疏浚污泥;未用的污泥砖;工程性质;纳米SiO2;微观结构;

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