Effect of oxidative ageing on stiffness improvement factor for HDPE and PET geogrids

IF 2.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Geosynthetics International Pub Date : 2023-11-22 DOI:10.1680/jgein.23.00089
M. S. Morsy, A. M. Elhanafy, S. S. Fathelbab, S. M. Ahmed
{"title":"Effect of oxidative ageing on stiffness improvement factor for HDPE and PET geogrids","authors":"M. S. Morsy, A. M. Elhanafy, S. S. Fathelbab, S. M. Ahmed","doi":"10.1680/jgein.23.00089","DOIUrl":null,"url":null,"abstract":"The effect of thermal-oxidative ageing on the in-isolation and in-soil stiffness is investigated for two high-density polyethylene (HDPE) and two polyester (PET) geogrids when incubated in an oven at 90<sup>o</sup>C. It is shown that the in-isolation and in-soil stiffness of three out of the four geogrids decreased during the 4-month ageing time with a faster degradation of the two PET geogrids. In contrast, one of the HDPE geogrids examined with thicker rib shows slower degradation compared to the PET counterparts. It is also shown that a geogrid might have a higher unaged stiffness, but less aged stiffness compared to another geogrid made of the same polymer type. It is suggested that the ageing approach used in this study could be adopted for selection of geogrids based on their long-term stiffness for structures such as reinforced embankments or mechanically stabilized earth walls that require a long service life. Moreover, results indicate that the stiffness improvement factor for the PET geogrids decreases with ageing time. On the contrary, the stiffness improvement factor of the HDPE geogrid increases with time and hypothetically might keep increasing followed by a sudden drop to zero at full degradation of the geogrid.","PeriodicalId":12616,"journal":{"name":"Geosynthetics International","volume":null,"pages":null},"PeriodicalIF":2.8000,"publicationDate":"2023-11-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geosynthetics International","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1680/jgein.23.00089","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: 0

Abstract

The effect of thermal-oxidative ageing on the in-isolation and in-soil stiffness is investigated for two high-density polyethylene (HDPE) and two polyester (PET) geogrids when incubated in an oven at 90oC. It is shown that the in-isolation and in-soil stiffness of three out of the four geogrids decreased during the 4-month ageing time with a faster degradation of the two PET geogrids. In contrast, one of the HDPE geogrids examined with thicker rib shows slower degradation compared to the PET counterparts. It is also shown that a geogrid might have a higher unaged stiffness, but less aged stiffness compared to another geogrid made of the same polymer type. It is suggested that the ageing approach used in this study could be adopted for selection of geogrids based on their long-term stiffness for structures such as reinforced embankments or mechanically stabilized earth walls that require a long service life. Moreover, results indicate that the stiffness improvement factor for the PET geogrids decreases with ageing time. On the contrary, the stiffness improvement factor of the HDPE geogrid increases with time and hypothetically might keep increasing followed by a sudden drop to zero at full degradation of the geogrid.
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
氧化老化对HDPE和PET土工格栅刚度提高因子的影响
研究了热氧化老化对两种高密度聚乙烯(HDPE)和两种聚酯(PET)土工格栅在90℃恒温箱中隔离和土内刚度的影响。结果表明,在4个月的老化时间内,4个土工格栅中有3个土工格栅的隔震刚度和土内刚度下降,其中2个PET土工格栅的退化速度更快。相比之下,一种具有较厚肋的HDPE土工格栅与PET格栅相比,降解速度较慢。研究还表明,一种土工格栅可能具有较高的未老化刚度,但与相同聚合物类型的另一种土工格栅相比,其老化刚度较小。建议在本研究中使用的老化方法可用于选择基于其长期刚度的土工格栅结构,如加强型堤防或机械稳定的土墙,需要较长的使用寿命。结果表明,PET土工格栅刚度改善系数随老化时间的延长而减小。相反,HDPE土工格栅的刚度改善因子随时间增加,假设土工格栅完全退化时刚度改善因子会持续增加,然后突然降至零。
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
Geosynthetic MSE walls research and practice: past, present, and future (2023 IGS Bathurst Lecture) Investigation of the mechanical response of recovered geogrids under repeated loading Factors affecting the tensile strength of bituminous geomembrane seams Centrifuge modeling of levees with geocomposite chimney drain subjected to flooding Selection of long-term shear strength parameters for strain softening geosynthetic interfaces (2023 IGS Rowe Lecture)
×
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