钉模对钉墙性能影响的数值研究

H. Shahir, S. Delfan
{"title":"钉模对钉墙性能影响的数值研究","authors":"H. Shahir, S. Delfan","doi":"10.22059/CEIJ.2021.298632.1659","DOIUrl":null,"url":null,"abstract":"In this paper, the performance of soil nailed walls with various nail patterns has been studied to find an optimum layout based on the deformation criterion. To this end, parametric analysis on soil nailed walls with various nailing patterns was performed. Nine patterns including one uniform and eight variable nails length were considered. For each pattern, parametric analysis on different parameters including wall height, surcharge, nails spacing was done to find an optimum pattern based on the deformation criterion. The simulation results indicate that using the variable layout with long nails at the top of the wall not only reduces the lateral deformation of soil nailed wall but also decreases the density of nails.","PeriodicalId":43959,"journal":{"name":"Civil Engineering Infrastructures Journal-CEIJ","volume":" ","pages":""},"PeriodicalIF":1.0000,"publicationDate":"2021-07-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Numerical Investigation of Nailing Pattern Effect on Nailed Wall Performance\",\"authors\":\"H. Shahir, S. Delfan\",\"doi\":\"10.22059/CEIJ.2021.298632.1659\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In this paper, the performance of soil nailed walls with various nail patterns has been studied to find an optimum layout based on the deformation criterion. To this end, parametric analysis on soil nailed walls with various nailing patterns was performed. Nine patterns including one uniform and eight variable nails length were considered. For each pattern, parametric analysis on different parameters including wall height, surcharge, nails spacing was done to find an optimum pattern based on the deformation criterion. The simulation results indicate that using the variable layout with long nails at the top of the wall not only reduces the lateral deformation of soil nailed wall but also decreases the density of nails.\",\"PeriodicalId\":43959,\"journal\":{\"name\":\"Civil Engineering Infrastructures Journal-CEIJ\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":1.0000,\"publicationDate\":\"2021-07-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Civil Engineering Infrastructures Journal-CEIJ\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.22059/CEIJ.2021.298632.1659\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Civil Engineering Infrastructures Journal-CEIJ","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.22059/CEIJ.2021.298632.1659","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 1

摘要

本文对不同钉型的土钉墙的性能进行了研究,以根据变形准则找到最佳布局。为此,对不同钉方式的土钉墙进行了参数分析。考虑了九种模式,包括一种均匀指甲和八种可变指甲长度。对于每种模式,对不同的参数(包括墙高、超载、钉子间距)进行了参数分析,以根据变形准则找到最佳模式。模拟结果表明,采用顶部长钉的可变布局,不仅减少了土钉墙的侧向变形,而且降低了钉的密度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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
Numerical Investigation of Nailing Pattern Effect on Nailed Wall Performance
In this paper, the performance of soil nailed walls with various nail patterns has been studied to find an optimum layout based on the deformation criterion. To this end, parametric analysis on soil nailed walls with various nailing patterns was performed. Nine patterns including one uniform and eight variable nails length were considered. For each pattern, parametric analysis on different parameters including wall height, surcharge, nails spacing was done to find an optimum pattern based on the deformation criterion. The simulation results indicate that using the variable layout with long nails at the top of the wall not only reduces the lateral deformation of soil nailed wall but also decreases the density of nails.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
1.30
自引率
60.00%
发文量
0
审稿时长
47 weeks
期刊最新文献
The effect of hydrophobic amorphous carbon powder on the compressive strength, water absorption and rheological attributes of cement mortar Damage Detection in Double Layer Grids with Modal Strain Energy Method and Dempster-Shafer Theory Building Information Modeling Deployment in Oil, Gas and Petrochemical Industry: An Adoption Roadmap The Effects of Cold-Drawn Crimped-End Steel Fibers on the Mechanical and Durability of Concrete Overlay Numerical Investigation of Nailing Pattern Effect on Nailed Wall Performance
×
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