Hardened properties of 3D printable mortars with full replacement of natural sand by recycled sand

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Raghed Al Thib, Maria Taleb, Naima Belayachi, David Bulteel, Sébastien Rémond
{"title":"Hardened properties of 3D printable mortars with full replacement of natural sand by recycled sand","authors":"Raghed Al Thib,&nbsp;Maria Taleb,&nbsp;Naima Belayachi,&nbsp;David Bulteel,&nbsp;Sébastien Rémond","doi":"10.1617/s11527-025-02658-1","DOIUrl":null,"url":null,"abstract":"<div><p>Using recycled aggregates in concrete and mortar reduces environmental impact by minimizing both natural aggregate consumption and construction waste disposal. 3D printing offers innovative, cost-efficient construction methods, but it heavily relies on cement and sand. This research aims to investigate the hard properties of 3D printing mortars made with 100% substitution of natural sand by recycled sand. The effects of sand substitution and 3D printing process on the hard properties of printable mortars are studied. The mechanical strength of moulded and printed specimens of printable mortars based on recycled sand were studied and compared with those made from a reference printable mortar based on natural sand. Additionally, the microstructure of mortars, namely the density of the interfacial transition zone in these specimens was analysed to understand the mechanical strength results. The results showed that both the incorporation of recycled sand and the 3D printing process had little effect on the mechanical strength. This could be attributed to the decrease in the density of the interfacial transition zone caused by both the incorporation of recycled sand and the mortar printing process. Furthermore, the study investigated also the effect of incorporating recycled sand on autogenous, drying, and total shrinkage. It was observed that this incorporation reduces the autogenous shrinkage at an early age, while it increases both dry and total shrinkage.</p></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"58 4","pages":""},"PeriodicalIF":3.4000,"publicationDate":"2025-05-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials and Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1617/s11527-025-02658-1","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

Using recycled aggregates in concrete and mortar reduces environmental impact by minimizing both natural aggregate consumption and construction waste disposal. 3D printing offers innovative, cost-efficient construction methods, but it heavily relies on cement and sand. This research aims to investigate the hard properties of 3D printing mortars made with 100% substitution of natural sand by recycled sand. The effects of sand substitution and 3D printing process on the hard properties of printable mortars are studied. The mechanical strength of moulded and printed specimens of printable mortars based on recycled sand were studied and compared with those made from a reference printable mortar based on natural sand. Additionally, the microstructure of mortars, namely the density of the interfacial transition zone in these specimens was analysed to understand the mechanical strength results. The results showed that both the incorporation of recycled sand and the 3D printing process had little effect on the mechanical strength. This could be attributed to the decrease in the density of the interfacial transition zone caused by both the incorporation of recycled sand and the mortar printing process. Furthermore, the study investigated also the effect of incorporating recycled sand on autogenous, drying, and total shrinkage. It was observed that this incorporation reduces the autogenous shrinkage at an early age, while it increases both dry and total shrinkage.

用再生砂完全替代天然砂的3D打印砂浆的硬化性能
在混凝土和砂浆中使用再生骨料可以减少天然骨料的消耗和建筑废物的处理,从而减少对环境的影响。3D打印提供了创新的、经济高效的施工方法,但它严重依赖水泥和沙子。本研究旨在研究100%用再生砂替代天然砂制成的3D打印砂浆的硬性能。研究了砂替代和3D打印工艺对可打印砂浆硬性能的影响。研究了再生砂基可打印砂浆的模制和打印样品的机械强度,并与天然砂基可打印砂浆的参考样品进行了比较。此外,还分析了砂浆的微观结构,即这些试样中界面过渡区的密度,以了解机械强度结果。结果表明:再生砂掺入量和3D打印工艺对机械强度影响不大;这可能是由于再生砂的掺入和砂浆印刷工艺造成的界面过渡区密度的降低。此外,研究还探讨了掺入再生砂对自收缩、干燥收缩和总收缩的影响。结果表明,这种掺入减少了早期的自收缩,同时增加了干收缩和总收缩。
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 求助全文
来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信