Influence of aperture size on the performance of square footing resting on rattan reinforced sand

IF 1.3 Q2 ENGINEERING, GEOLOGICAL International Journal of Geotechnical Engineering Pub Date : 2023-04-21 DOI:10.1080/19386362.2023.2241285
Apurva Ak, S. Chandrakaran, N. Sankar
{"title":"Influence of aperture size on the performance of square footing resting on rattan reinforced sand","authors":"Apurva Ak, S. Chandrakaran, N. Sankar","doi":"10.1080/19386362.2023.2241285","DOIUrl":null,"url":null,"abstract":"ABSTRACT Rattan fibre as a reinforcement material can be a promising candidate for fabricating mattresses that improves the bearing capacity and settlement reduction of sand. Apart from observing the potential of rattan mats in reinforcing the sand beds, an attempt is made to understand the role of apertures with varying dimensions in enhancing the load bearing performance of sand. A series of plate load tests were performed to study the effect of the depth of top layer reinforcement, width, aperture size of rattan mats and number of reinforcement layers. After comparing the test results of various aperture sized mats, openly woven rattan mats performed superior to closely woven mats. The incorporation of rattan mats under the most effective reinforcement configuration has enhanced the bearing strength improvement factor and settlement reduction factor to 7.1 and 0.85, respectively, for closely woven rattan mats and about 8.16 and 0.94 for openly woven rattan mats with optimum aperture sizes.","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"17 1","pages":"423 - 433"},"PeriodicalIF":1.3000,"publicationDate":"2023-04-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Geotechnical Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/19386362.2023.2241285","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

ABSTRACT Rattan fibre as a reinforcement material can be a promising candidate for fabricating mattresses that improves the bearing capacity and settlement reduction of sand. Apart from observing the potential of rattan mats in reinforcing the sand beds, an attempt is made to understand the role of apertures with varying dimensions in enhancing the load bearing performance of sand. A series of plate load tests were performed to study the effect of the depth of top layer reinforcement, width, aperture size of rattan mats and number of reinforcement layers. After comparing the test results of various aperture sized mats, openly woven rattan mats performed superior to closely woven mats. The incorporation of rattan mats under the most effective reinforcement configuration has enhanced the bearing strength improvement factor and settlement reduction factor to 7.1 and 0.85, respectively, for closely woven rattan mats and about 8.16 and 0.94 for openly woven rattan mats with optimum aperture sizes.
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
孔径大小对藤筋砂方形基脚性能的影响
藤纤维作为一种加固材料,是一种很有前途的床垫材料,可以提高砂的承载力和减少沉降。除了观察藤垫在加固砂床方面的潜力外,还试图了解不同尺寸的孔隙在提高砂的承载性能方面的作用。进行了一系列板载试验,研究了顶层钢筋深度、宽度、藤垫孔径和钢筋层数的影响。在比较了各种孔径大小的垫子的测试结果后,开放编织藤垫的性能优于紧密编织的垫子。在最有效的加固配置下加入藤垫,使紧密编织的藤垫的承载强度提高系数和沉降降低系数分别提高到7.1和0.85,而对于具有最佳孔径的开放编织藤垫,分别提高了约8.16和0.94。
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
CiteScore
5.30
自引率
5.30%
发文量
32
期刊最新文献
De-carbonizing in construction using supplementary cementitious materials and accelerated carbonation technique - a review Assessment of p-y response of a laterally loaded single pile embedded in two-layered cohesionless substrata with inclined interface Optimization of water repellency in soils for geotechnical applications SWRC interpretation of iron ore tailings blends focusing on saturation assessment of dry stacking Influence of residual stress and soil dilatancy on the load capacity of jacked pile
×
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:604180095
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