Performance of geotextile roofing felts and natural grass roots in a cricket pitch

IF 2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Proceedings of the Institution of Civil Engineers-Geotechnical Engineering Pub Date : 2022-04-11 DOI:10.1680/jgeen.21.00008a
M. Yeasin Mostafiz, Naveel Islam, M. Kausar Alam, M. Zoynul Abedin, R. Dey, Aurun Valsangkar
{"title":"Performance of geotextile roofing felts and natural grass roots in a cricket pitch","authors":"M. Yeasin Mostafiz, Naveel Islam, M. Kausar Alam, M. Zoynul Abedin, R. Dey, Aurun Valsangkar","doi":"10.1680/jgeen.21.00008a","DOIUrl":null,"url":null,"abstract":"The bounce and penetrometer resistance of a cricket pitch for three different crack-control conditions was investigated. Fifteen miniature cricket pitches were prepared using the conventional procedure, natural grassroots, and geotextile roofing felts combined with varying fine sand and bentonite clay proportions. The rebound ball height and ground penetrometer resistances were measured with a designed bounce meter and pocket penetrometer respectively. In addition, properties of the pitch soils such as crack width, moisture content and field densities were measured. The results of the test programme indicated that the pitch with the geotextile crack-control system provided a higher coefficient of restitution and penetrometer resistance than the other two systems. Furthermore, the test results suggested that the clay content should be kept between 50% to 65 % under a geotextile roofing felt to reduce significant growth of crack widths for a good cricket pitch. Finally, several correlation equations are proposed relating the restitution coefficient and penetrometer resistance with the index and physical properties of pitch soil for use in pitch characterisation.","PeriodicalId":54572,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","volume":null,"pages":null},"PeriodicalIF":2.0000,"publicationDate":"2022-04-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jgeen.21.00008a","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

The bounce and penetrometer resistance of a cricket pitch for three different crack-control conditions was investigated. Fifteen miniature cricket pitches were prepared using the conventional procedure, natural grassroots, and geotextile roofing felts combined with varying fine sand and bentonite clay proportions. The rebound ball height and ground penetrometer resistances were measured with a designed bounce meter and pocket penetrometer respectively. In addition, properties of the pitch soils such as crack width, moisture content and field densities were measured. The results of the test programme indicated that the pitch with the geotextile crack-control system provided a higher coefficient of restitution and penetrometer resistance than the other two systems. Furthermore, the test results suggested that the clay content should be kept between 50% to 65 % under a geotextile roofing felt to reduce significant growth of crack widths for a good cricket pitch. Finally, several correlation equations are proposed relating the restitution coefficient and penetrometer resistance with the index and physical properties of pitch soil for use in pitch characterisation.
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
土工布屋面毡和天然草皮在板球场中的性能
研究了板球场在三种不同裂缝控制条件下的弹跳和穿透阻力。15个微型板球场使用传统的程序、天然基层和土工布屋顶毡,结合不同的细砂和膨润土粘土比例。用设计的弹跳仪和口袋式弹跳仪分别测量了弹跳球高度和地面穿透电阻。此外,还测量了沥青土的裂缝宽度、含水率和场密度等特性。试验结果表明,采用土工布防裂体系的沥青比其他两种体系具有更高的恢复系数和穿透阻力。此外,试验结果表明,在土工布屋面毡下,粘土含量应保持在50%至65%之间,以减少裂缝宽度的显着增长,以获得良好的板球场。最后,提出了沥青土的恢复系数和穿透电阻与沥青土的指标和物理性质的相关方程,用于沥青土的表征。
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
4.40
自引率
4.50%
发文量
68
审稿时长
3 months
期刊介绍: Geotechnical Engineering provides a forum for the publication of high quality, topical and relevant technical papers covering all aspects of geotechnical research, design, construction and performance. The journal aims to be of interest to those civil, structural or geotechnical engineering practitioners wishing to develop a greater understanding of the influence of geotechnics on the built environment.
期刊最新文献
A case history of monitoring a wide pile group Part I: geology, single pile analysis and testing, and monitoring data Torsional vibration of a tapered pile considering circumferential support of surrounding soil Applicability of construction dewatering techniques for randomly fractured rock Sensitivity investigation of drilling efficiency to operational parameters of a drifter Hyperbolic load-displacement analysis of helical and expanded piles: database approach
×
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