Use of Glass and Fly Ash in Manufacture of Controlled low Strength Materials

T. Naik, R. N. Kraus, Shiw S. Singh
{"title":"Use of Glass and Fly Ash in Manufacture of Controlled low Strength Materials","authors":"T. Naik, R. N. Kraus, Shiw S. Singh","doi":"10.14359/10588","DOIUrl":null,"url":null,"abstract":"This work was conducted to develop two types of controlled low strength materials (CLSM) or flowable slurry utilizing post-consumer glass (broken glass or glass cullet) aggregate and fly ash. Type A CLSM consisted of glass, fly ash, cement, and water; and Type B CLSM consisted of glass, sand, cement, and water. All mixtures were proportioned to achieve the 28-day compressive strength of 0.7 MPa (100 psi). The type A CLSM mixtures consisted of a control mixture (100% fly ash without glass) and five other mixtures with glass, as a replacement of fly ash in the range of 20% to 80%. The Type B CLSM mixtures were composed of a control mixture (without glass) and two other mixtures at 30% to 75% replacement of sand with glass. The flowable slurry developed in this project satisfied the ACI Committee 229 definition of CLSM. Decreasing the amount of fly ash and increasing the glass content led to increased bleeding and segregation at high replacement levels of 60% and 80%. Permeability of Type A CLSM remained essentially unchanged, except at high glass contents it was lower. For Type B CLSM, the permeability was about the same.","PeriodicalId":184301,"journal":{"name":"\"SP-200: Fifth CANMET/ACI Conference on Recent Advances in Concrete Technology-Proceeding, Fifth International Conference\"","volume":"42 5 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2001-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"10","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"\"SP-200: Fifth CANMET/ACI Conference on Recent Advances in Concrete Technology-Proceeding, Fifth International Conference\"","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/10588","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 10

Abstract

This work was conducted to develop two types of controlled low strength materials (CLSM) or flowable slurry utilizing post-consumer glass (broken glass or glass cullet) aggregate and fly ash. Type A CLSM consisted of glass, fly ash, cement, and water; and Type B CLSM consisted of glass, sand, cement, and water. All mixtures were proportioned to achieve the 28-day compressive strength of 0.7 MPa (100 psi). The type A CLSM mixtures consisted of a control mixture (100% fly ash without glass) and five other mixtures with glass, as a replacement of fly ash in the range of 20% to 80%. The Type B CLSM mixtures were composed of a control mixture (without glass) and two other mixtures at 30% to 75% replacement of sand with glass. The flowable slurry developed in this project satisfied the ACI Committee 229 definition of CLSM. Decreasing the amount of fly ash and increasing the glass content led to increased bleeding and segregation at high replacement levels of 60% and 80%. Permeability of Type A CLSM remained essentially unchanged, except at high glass contents it was lower. For Type B CLSM, the permeability was about the same.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
玻璃和粉煤灰在控制低强度材料制造中的应用
这项工作是为了开发两种控制低强度材料(CLSM)或流动浆料,利用消费后玻璃(碎玻璃或玻璃碎片)骨料和粉煤灰。A型CLSM由玻璃、粉煤灰、水泥和水组成;B型CLSM由玻璃、砂、水泥和水组成。所有混合物按比例配制,使其28天抗压强度达到0.7 MPa (100 psi)。A型CLSM混合物由一种对照混合物(100%不含玻璃的粉煤灰)和另外五种含玻璃的混合物组成,以替代20%至80%的粉煤灰。B型CLSM混合物由对照混合物(不含玻璃)和另外两种混合物组成,用玻璃代替30%至75%的砂。本项目开发的可流动浆料满足ACI委员会229对CLSM的定义。减少粉煤灰掺量和增加玻璃掺量,在60%和80%的高替代水平下,会导致出血性和离析加剧。A型CLSM的渗透率基本保持不变,但玻璃含量高时渗透率较低。B型CLSM的渗透率基本相同。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Effect of Sea Water on Frost Damage to Mortar and Cement Paste Influence of the Nature and the Grading Curve of the Powder on the Rheology of Self-Compacting Concrete Chloride Diffusion in Reinforced Concrete Beam Under Sustained loading "Durability of CLSM with Used Foundry Sand, Bottom Ash, and Fly Ash in Cold Regions" Recycling of Demolished Concrete
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1