Compressive and shear response of fibre-reinforced backfill: Impact of field temperatures

IF 2.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Geosynthetics International Pub Date : 2023-01-30 DOI:10.1680/jgein.22.00310
X. Tian, M. Fall
{"title":"Compressive and shear response of fibre-reinforced backfill: Impact of field temperatures","authors":"X. Tian, M. Fall","doi":"10.1680/jgein.22.00310","DOIUrl":null,"url":null,"abstract":"Fibre-reinforced composite paste backfill (F-CPB; a mixture of tailings, fibre, cement, and water) is exposed to non-isothermal curing environments in the field. But, no investigations have been conducted on the impact of non-isothermal curing environments on the F-CPB compressive strength, shear characteristics and stress-strain behaviour, although these are important design parameters for F-CPB structures. Therefore, a series of mechanical and microstructural tests were performed on samples with and without fibres exposed to isothermal and non-isothermal conditions. It was found that the non-isothermal curing condition substantially enhances the F-CPB compressive strength and the strength gain ratio. The shear strength, cohesion and internal friction angle of the F-CPB samples cured under non-isothermal conditions were higher than those cured under isothermal conditions. These impacts of non-isothermal curing on the compressive and shear characteristcis of F-CPBs are related to the temperature induced change in the microstructure of these samples. The F-CPBs cured under non-isothermal conditions had more hydration products than those cured under isothermal conditions. Moreover, the MIP tests shown that the F-CPBs subjected to non-isothermal conditions had a finer pore structure than those exposed to isothermal conditions, which contributed to an enhancement of the mechanical characteristics of the F-CPBs subjected to non-isothermal curing.","PeriodicalId":12616,"journal":{"name":"Geosynthetics International","volume":" ","pages":""},"PeriodicalIF":2.8000,"publicationDate":"2023-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geosynthetics International","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1680/jgein.22.00310","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 2

Abstract

Fibre-reinforced composite paste backfill (F-CPB; a mixture of tailings, fibre, cement, and water) is exposed to non-isothermal curing environments in the field. But, no investigations have been conducted on the impact of non-isothermal curing environments on the F-CPB compressive strength, shear characteristics and stress-strain behaviour, although these are important design parameters for F-CPB structures. Therefore, a series of mechanical and microstructural tests were performed on samples with and without fibres exposed to isothermal and non-isothermal conditions. It was found that the non-isothermal curing condition substantially enhances the F-CPB compressive strength and the strength gain ratio. The shear strength, cohesion and internal friction angle of the F-CPB samples cured under non-isothermal conditions were higher than those cured under isothermal conditions. These impacts of non-isothermal curing on the compressive and shear characteristcis of F-CPBs are related to the temperature induced change in the microstructure of these samples. The F-CPBs cured under non-isothermal conditions had more hydration products than those cured under isothermal conditions. Moreover, the MIP tests shown that the F-CPBs subjected to non-isothermal conditions had a finer pore structure than those exposed to isothermal conditions, which contributed to an enhancement of the mechanical characteristics of the F-CPBs subjected to non-isothermal curing.
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
纤维增强充填体的压剪响应:现场温度的影响
纤维增强复合材料膏体充填体;尾矿、纤维、水泥和水的混合物)暴露在现场的非等温养护环境中。但是,尽管这些是F-CPB结构的重要设计参数,但尚未对非等温固化环境对F-CPB抗压强度、剪切特性和应力-应变行为的影响进行研究。因此,对暴露在等温和非等温条件下的有纤维和没有纤维的样品进行了一系列机械和微观结构测试。结果表明,非等温固化条件显著提高了F-CPB的抗压强度和强度增益比。非等温固化F-CPB试样的抗剪强度、黏聚力和内摩擦角均高于等温固化F-CPB试样。非等温固化对F-CPBs压缩和剪切特性的影响与温度引起的微观结构变化有关。非等温条件下固化的F-CPBs比等温条件下固化的F-CPBs有更多的水化产物。此外,MIP测试表明,非等温条件下的F-CPBs比等温条件下的F-CPBs具有更细的孔隙结构,这有助于增强非等温条件下F-CPBs的力学特性。
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
Geosynthetics International
Geosynthetics International ENGINEERING, GEOLOGICAL-GEOSCIENCES, MULTIDISCIPLINARY
CiteScore
6.90
自引率
20.00%
发文量
91
审稿时长
>12 weeks
期刊介绍: An online only, rapid publication journal, Geosynthetics International – an official journal of the International Geosynthetics Society (IGS) – publishes the best information on current geosynthetics technology in research, design innovation, new materials and construction practice. Topics covered The whole of geosynthetic materials (including natural fibre products) such as research, behaviour, performance analysis, testing, design, construction methods, case histories and field experience. Geosynthetics International is received by all members of the IGS as part of their membership, and is published in e-only format six times a year.
期刊最新文献
Na-CMC-amended clay: effect of mixing method on hydraulic conductivity and polymer elution A nonlinear analytical model for consolidated geotextile-encased sand columns Geotextile filters: from idealization to real behaviour (Giroud Lecture 2023) Mechanical characteristics of geogrids produced from recycled polyester Natural weathering effects of nonwoven geotextile exposed to different climate conditions
×
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