首页> 外文OA文献 >Influence of Agricultural Waste Ash as Pozzolana on the Physical Properties and Compressive Strength of Cement Mortar
【2h】

Influence of Agricultural Waste Ash as Pozzolana on the Physical Properties and Compressive Strength of Cement Mortar

机译:农业废物灰作为Pozzolana对水泥砂浆物理性质和抗压强度的影响

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

The increasing demand in cement has inspired researchers in both developed and developing countries around the world to explore and consider alternative materials as partial replacement of cement both in concrete and in mortar. In this study, the influence of agricultural waste, particularly corn cob ash, (CCA) as pozzolanic material or supplementary cementitious material (SCM) on the physical properties and compressive strength of cement mortar was investigated. CCA was used as partial replacement of cement ranging from 0% to 20% by weight at water-cementitious ratio of 0.6 and mix proportion of 1 cementitious: 3 fillers. The physical properties evaluated for the mortar paste were setting time and consistency; and compressive strength of hardened mortar cube. The chemical analysis of CCA was conducted, and results indicated that the CCA used in this study is classified as Class C pozzolana with combined SiO2 + Al2O3 + Fe2O3 of 55.86%. The addition of CCA increases the initial and final setting time. The study also revealed that the addition of CCA in the mortar mix reduces the plasticity or fluidity of the paste. Further, the result indicated that the compressive strength of mortars with CCA decreased as the amount of CCA replacements increased in the mixture. The mortar pastes with varying amount of cement replacements, however, are superior for use as mortar for masonry construction.
机译:水泥的需求日益增长的是,世界各地发达国家和发展中国家的研究人员探索,并考虑替代材料作为混凝土和砂浆中的水泥部分更换。在这项研究中,研究了农业废物,特别是玉米棒灰,(CCA)作为波佐材料或补充水泥质材料(SCM)对水泥砂浆的物理性质和抗压强度的影响。 CCA用作水泥比例为0%至20重量%的水泥的部分替代,并混合比例为1个胶凝剂:3个填料。对砂浆浆料评估的物理性质是设定时间和一致性;硬化砂浆立方体的抗压强度。进行CCA的化学分析,结果表明,本研究中使用的CCA分为COIO2 + Al2O3 + Fe2O3的C型Pozzolana,为55.86%。 CCA的添加增加了初始和最终设置时间。该研究还揭示了砂浆混合物中的CCA加入降低浆料的可塑性或流动性。此外,结果表明,随着混合物中的CCA置换量增加,砂浆的抗压强度降低,随着CCA的替代品的增加而增加。然而,具有不同数量的水泥更换的砂浆浆料优于用作砂浆进行砌体结构。

著录项

  • 作者

    O. Bagcal; M. Baccay;

  • 作者单位
  • 年度 2019
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号