Mechanical Performance and Durability of Date Palm Fibers Repair Mortar

W. Yahiaoui, Abdelraouf Kenai, B. Menadi, S. Kenai
{"title":"Mechanical Performance and Durability of Date Palm Fibers Repair Mortar","authors":"W. Yahiaoui, Abdelraouf Kenai, B. Menadi, S. Kenai","doi":"10.2174/18741495-v16-e2207271","DOIUrl":null,"url":null,"abstract":"\n \n Concrete is the most widely used material in the world after water. However, concrete could be damaged under aggressive environments and many concrete structures require repair and frequent maintenance. Readymade mortars with and without synthetic fibers such as polypropylene and acrylic are often used as repair mortars. The partial replacement of cement by supplementary cementitious materials and the use of alternative fibers such as natural and agro-waste fibers could reduce the environmental impact of readymade mortars.\n \n \n \n This paper presents a comparative study between the performance of laboratory made and ready-made repair mortars. The laboratory repair mortars were based on date palm fibers and local mineral additions (slag and natural pozzolan). The volume ratio of date palm fibers addition was 0.75% and mineral additions content were fixed at 15% as cement replacement. Compressive strength, flexural strength, shrinkage and the bond strength by slant shear test and tensile strength of concrete by the pull-off method were investigated. The durability of the mortar was evaluated by water capillary absorption.\n \n \n \n The results indicated that the addition of natural fibers and the substitution of cement by 15% of mineral additions improves the flexural strength but reduces the compressive strength of the fiber-reinforced repair mortar. The lowest values of total shrinkage, water capillary absorption and sorptivity were observed for repair mortars based on acrylic fibers compared to repair mortars with natural vegetables fibers.\n \n \n \n The mechanical and durability performances of laboratory made repair mortars were comparable to those of readymade mortars.\n","PeriodicalId":350575,"journal":{"name":"The Open Civil Engineering Journal","volume":"37 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"The Open Civil Engineering Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2174/18741495-v16-e2207271","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

Abstract

Concrete is the most widely used material in the world after water. However, concrete could be damaged under aggressive environments and many concrete structures require repair and frequent maintenance. Readymade mortars with and without synthetic fibers such as polypropylene and acrylic are often used as repair mortars. The partial replacement of cement by supplementary cementitious materials and the use of alternative fibers such as natural and agro-waste fibers could reduce the environmental impact of readymade mortars. This paper presents a comparative study between the performance of laboratory made and ready-made repair mortars. The laboratory repair mortars were based on date palm fibers and local mineral additions (slag and natural pozzolan). The volume ratio of date palm fibers addition was 0.75% and mineral additions content were fixed at 15% as cement replacement. Compressive strength, flexural strength, shrinkage and the bond strength by slant shear test and tensile strength of concrete by the pull-off method were investigated. The durability of the mortar was evaluated by water capillary absorption. The results indicated that the addition of natural fibers and the substitution of cement by 15% of mineral additions improves the flexural strength but reduces the compressive strength of the fiber-reinforced repair mortar. The lowest values of total shrinkage, water capillary absorption and sorptivity were observed for repair mortars based on acrylic fibers compared to repair mortars with natural vegetables fibers. The mechanical and durability performances of laboratory made repair mortars were comparable to those of readymade mortars.
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
枣椰树纤维修补砂浆的力学性能和耐久性
混凝土是世界上仅次于水的最广泛使用的材料。然而,混凝土在恶劣的环境下可能会损坏,许多混凝土结构需要维修和经常维护。有或没有合成纤维(如聚丙烯和丙烯酸)的现成砂浆常被用作修补砂浆。用补充胶凝材料部分替代水泥和使用诸如天然纤维和农业废料纤维等替代纤维可以减少现成砂浆对环境的影响。本文对实验室配制的修补砂浆与成品修补砂浆的性能进行了比较研究。实验室修复砂浆是基于椰枣纤维和当地矿物添加剂(矿渣和天然火山灰)。枣椰树纤维掺入物体积比为0.75%,矿物掺入物含量固定为15%作为水泥替代品。通过斜剪试验研究了混凝土的抗压强度、抗折强度、收缩率和粘结强度,通过拉脱法研究了混凝土的抗拉强度。用毛细管吸水率评价了砂浆的耐久性。结果表明,天然纤维的掺入和15%矿物掺量替代水泥可提高纤维增强修补砂浆的抗折强度,但会降低其抗压强度。与天然蔬菜纤维修复砂浆相比,丙烯酸纤维修复砂浆的总收缩率、毛细吸水性和吸水率最低。实验室自制修复砂浆的力学性能和耐久性与成品砂浆相当。
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
Selection of Building Materials Using Fuzzy Analytical Hierarchy Process Sewer Inlets Detection in UAV Images Clouds based on Convolution Neural Networks Effect of Magnetized Water on Partially Replaced Aggregate with Silica Sand in Concrete Speed Corridor Enforcement System (SCES) - A Case Study of the Highways of Kosovo Determination of Temperature Stresses during the Construction of Massive Monolithic Foundation Slabs, Taking into Account the Subgrade Compliance
×
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