Moisture uptake of a nonwoven geotextile carrier-GCL from Lateritic subsoils under simulated tropical thermal conditions

F. Portelinha, José Silva, Natalia Correia
{"title":"Moisture uptake of a nonwoven geotextile carrier-GCL from Lateritic subsoils under simulated tropical thermal conditions","authors":"F. Portelinha, José Silva, Natalia Correia","doi":"10.28927/sr.2024.009722","DOIUrl":null,"url":null,"abstract":"Environmental conditions have become a concern when involving the use of Geosynthetics clay liners (GCLs) as leachate barriers, particularly because they can be subjected to daily thermal cycles during construction and operation of landfills, which can affect their properties. This paper investigates the hydration behavior of a nonwoven geotextile carrier-GCL in contact with lateritic subsoils under isothermal and simulated thermal conditions as commonly found in tropical regions. A thermal insulate testing box was used to shelter an instrumented liner landfill allowing the investigation of thermal and hydraulic responses during hydration. Lateritic subsoils were observed not to provide high levels of GCLs hydration under isothermal conditions, whereas thermal daily cycles led to capillary break that restricted the moisture uptake at the interface between subsoil and the nonwoven geotextile carrier. Higher values of subsoil initial moisture contents were found to be significant to reduce capillary effects and to allow some GCL hydration. The poor hydration demonstrated to be critical in terms of GCL hydraulic behavior.","PeriodicalId":507352,"journal":{"name":"Soils and Rocks","volume":" September","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-01-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soils and Rocks","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.28927/sr.2024.009722","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Environmental conditions have become a concern when involving the use of Geosynthetics clay liners (GCLs) as leachate barriers, particularly because they can be subjected to daily thermal cycles during construction and operation of landfills, which can affect their properties. This paper investigates the hydration behavior of a nonwoven geotextile carrier-GCL in contact with lateritic subsoils under isothermal and simulated thermal conditions as commonly found in tropical regions. A thermal insulate testing box was used to shelter an instrumented liner landfill allowing the investigation of thermal and hydraulic responses during hydration. Lateritic subsoils were observed not to provide high levels of GCLs hydration under isothermal conditions, whereas thermal daily cycles led to capillary break that restricted the moisture uptake at the interface between subsoil and the nonwoven geotextile carrier. Higher values of subsoil initial moisture contents were found to be significant to reduce capillary effects and to allow some GCL hydration. The poor hydration demonstrated to be critical in terms of GCL hydraulic behavior.
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
模拟热带热条件下红土底层无纺土工织物载体--GCL 的吸湿率
在使用土工合成材料粘土衬里(GCL)作为渗滤液屏障时,环境条件已成为一个令人担忧的问题,特别是因为在垃圾填埋场的建设和运营过程中,粘土衬里每天都会受到热循环的影响,从而影响其性能。本文研究了在热带地区常见的等温和模拟热条件下,无纺土工织物载体 GCL 与红土基土接触时的水化行为。使用隔热测试箱为带仪器的衬垫垃圾填埋场提供保护,以便研究水化过程中的热反应和水力反应。据观察,在等温条件下,红土底土不能提供高水平的 GCL 水化,而每日热循环会导致毛细管断裂,从而限制底土与无纺土工织物载体之间界面的水分吸收。研究发现,基土初始含水量越高,毛细管效应越小,GCL 的水合效果越好。水化不良对 GCL 的水力行为至关重要。
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
In-situ and laboratory characterisation of stiff and dense geomaterials for driven pile analysis and design Use of ICT to implement an active learning strategy in soil mechanics courses at undergraduate level Investigating the Martian soil at the InSight landing site The development and evaluation of an educational board game on basic geotechnical soil characterization Influence of industrial effluent treatment ettringite on the compressive and tensile strength and microstructure of soil-cement mixtures
×
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