佛罗里达中部螺旋钻孔灌注桩全尺寸荷载试验与抽提

A. Marinucci
{"title":"佛罗里达中部螺旋钻孔灌注桩全尺寸荷载试验与抽提","authors":"A. Marinucci","doi":"10.37308/DFIJNL.20200525.218","DOIUrl":null,"url":null,"abstract":"A full-scale field demonstration project consisting of installation, instrumentation, testing, and extraction of augered cast-in-place (ACIP) piles located in central Florida was undertaken in conjunction with the Florida Department of Transportation and the University of South Florida. Seven instrumented ACIP piles, with a nominal diameter of 457 mm (18 in) or 610 mm (24 in), were installed in mainly sand and silty sand. Load testing was performed on six ACIP piles: two in compression, two in tension, and two laterally. In addition, one of the ACIP piles was extracted for visual inspection and comparison to predictions and measurements. The program demonstrated the fully monitored installation and load tested performance of instrumented ACIP piles, along with the use of manual and automated monitoring; use and accuracy of embedded instrumentation, including thermal integrity profiling (TIP) and embedded strain gages; load-displacement behavior of tested ACIP piles; and the integrity and as-constructed geometry of an exhumed ACIP pile. This paper presents the details, results from the different testing performed, and observations from the experimental field program.","PeriodicalId":339795,"journal":{"name":"DFI Journal: The Journal of the Deep Foundations Institute","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-01-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Full-Scale Load Testing and Extraction of Augered Cast-in-Place (ACIP) Piles in Central Florida\",\"authors\":\"A. Marinucci\",\"doi\":\"10.37308/DFIJNL.20200525.218\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A full-scale field demonstration project consisting of installation, instrumentation, testing, and extraction of augered cast-in-place (ACIP) piles located in central Florida was undertaken in conjunction with the Florida Department of Transportation and the University of South Florida. Seven instrumented ACIP piles, with a nominal diameter of 457 mm (18 in) or 610 mm (24 in), were installed in mainly sand and silty sand. Load testing was performed on six ACIP piles: two in compression, two in tension, and two laterally. In addition, one of the ACIP piles was extracted for visual inspection and comparison to predictions and measurements. The program demonstrated the fully monitored installation and load tested performance of instrumented ACIP piles, along with the use of manual and automated monitoring; use and accuracy of embedded instrumentation, including thermal integrity profiling (TIP) and embedded strain gages; load-displacement behavior of tested ACIP piles; and the integrity and as-constructed geometry of an exhumed ACIP pile. This paper presents the details, results from the different testing performed, and observations from the experimental field program.\",\"PeriodicalId\":339795,\"journal\":{\"name\":\"DFI Journal: The Journal of the Deep Foundations Institute\",\"volume\":\"1 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-01-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"DFI Journal: The Journal of the Deep Foundations Institute\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.37308/DFIJNL.20200525.218\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"DFI Journal: The Journal of the Deep Foundations Institute","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.37308/DFIJNL.20200525.218","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

与佛罗里达交通部和南佛罗里达大学合作,在佛罗里达州中部进行了一项全面的现场示范项目,包括螺旋钻孔灌注桩的安装、仪表、测试和提取。7根ACIP桩,公称直径分别为457 mm(18英寸)或610 mm(24英寸),主要安装在砂土和粉砂中。在6个ACIP桩上进行了荷载测试:2个压缩桩,2个拉伸桩,2个横向桩。此外,还提取了一根ACIP桩进行目视检查,并与预测和测量结果进行了比较。该程序演示了仪表ACIP桩的完全监控安装和负载测试性能,以及手动和自动监控的使用;嵌入式仪器的使用和精度,包括热完整性分析(TIP)和嵌入式应变计;试验ACIP桩的荷载-位移特性;以及挖掘出的ACIP桩的完整性和构造几何。本文介绍了细节,从不同的测试结果,并从实验现场程序观察。
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
Full-Scale Load Testing and Extraction of Augered Cast-in-Place (ACIP) Piles in Central Florida
A full-scale field demonstration project consisting of installation, instrumentation, testing, and extraction of augered cast-in-place (ACIP) piles located in central Florida was undertaken in conjunction with the Florida Department of Transportation and the University of South Florida. Seven instrumented ACIP piles, with a nominal diameter of 457 mm (18 in) or 610 mm (24 in), were installed in mainly sand and silty sand. Load testing was performed on six ACIP piles: two in compression, two in tension, and two laterally. In addition, one of the ACIP piles was extracted for visual inspection and comparison to predictions and measurements. The program demonstrated the fully monitored installation and load tested performance of instrumented ACIP piles, along with the use of manual and automated monitoring; use and accuracy of embedded instrumentation, including thermal integrity profiling (TIP) and embedded strain gages; load-displacement behavior of tested ACIP piles; and the integrity and as-constructed geometry of an exhumed ACIP pile. This paper presents the details, results from the different testing performed, and observations from the experimental field program.
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
自引率
0.00%
发文量
0
期刊最新文献
Results of an Instrumented Static Loading Test and Its Application to Design Compilation of an International Survey Resistance Factors at Serviceability Limit State Using the Texas Cone Penetrometer as the Predictive Model Geotechnical Resistances of Drilled Shafts in Triassic Basin Sedimentary Rocks Skin Friction Directionality in Monotonically- and Cyclically-Loaded Bio-inspired Piles in Sand Full-Scale Load Testing and Extraction of Augered Cast-in-Place (ACIP) Piles in Central Florida
×
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