The use of screw driving sounding in soil assessment in Metro Manila, Philippines

IF 1.6 Q3 ENGINEERING, GEOLOGICAL Geotechnical Research Pub Date : 2023-03-22 DOI:10.1680/jgere.22.00047
A. Daag, K.S. Sochayseng, Earl Joyce Arnoco, Andrew Serrano, R. Solidum
{"title":"The use of screw driving sounding in soil assessment in Metro Manila, Philippines","authors":"A. Daag, K.S. Sochayseng, Earl Joyce Arnoco, Andrew Serrano, R. Solidum","doi":"10.1680/jgere.22.00047","DOIUrl":null,"url":null,"abstract":"A coastal portion of the Greater Metro Manila Area, Philippines, is situated primarily on Quaternary Alluvium deposits which are likely to liquefy. Liquefaction is a hazard that occurs when loosely packed, saturated sediments at or near the ground surface lose its strength caused by an earthquake. Currently, the standard in determining a site’s soil properties and liquefaction potential is by using conventional geotechnical techniques such as the Standard Penetration Test (SPT). However, this method has disadvantages in terms of cost, logistics, and as well as workforce. The Screw Driving Sounding (SDS) test was developed to estimate equivalent SPT parameters such as N-value and Fines Content which are then used for liquefaction analysis. This paper presents the comparative analysis between SDS and SPT in selected schools in Greater Metro Manila Area, Philippines. Moreover, soil classification and site-specific liquefaction potential evaluation were also estimated using the data acquired from the SDS test. Overall, the result of the study proves that the SDS test is an effective alternative method for soil investigation and estimation of the liquefaction potential.","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":"1 1","pages":""},"PeriodicalIF":1.6000,"publicationDate":"2023-03-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geotechnical Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jgere.22.00047","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 2

Abstract

A coastal portion of the Greater Metro Manila Area, Philippines, is situated primarily on Quaternary Alluvium deposits which are likely to liquefy. Liquefaction is a hazard that occurs when loosely packed, saturated sediments at or near the ground surface lose its strength caused by an earthquake. Currently, the standard in determining a site’s soil properties and liquefaction potential is by using conventional geotechnical techniques such as the Standard Penetration Test (SPT). However, this method has disadvantages in terms of cost, logistics, and as well as workforce. The Screw Driving Sounding (SDS) test was developed to estimate equivalent SPT parameters such as N-value and Fines Content which are then used for liquefaction analysis. This paper presents the comparative analysis between SDS and SPT in selected schools in Greater Metro Manila Area, Philippines. Moreover, soil classification and site-specific liquefaction potential evaluation were also estimated using the data acquired from the SDS test. Overall, the result of the study proves that the SDS test is an effective alternative method for soil investigation and estimation of the liquefaction potential.
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
螺旋掘进测深法在菲律宾马尼拉市区土壤评价中的应用
菲律宾大马尼拉地区的沿海部分主要位于第四纪冲积层上,这些冲积层可能会液化。液化是一种危险,当松散的、饱和的沉积物在地表或接近地表时,由于地震而失去其强度。目前,确定场地土壤特性和液化潜力的标准是使用传统的岩土技术,如标准渗透测试(SPT)。然而,这种方法在成本,物流以及劳动力方面有缺点。开发了螺杆驱动测深(SDS)试验,以估计等效SPT参数,如n值和细粒含量,然后用于液化分析。本文介绍了菲律宾大马尼拉地区选定学校的SDS和SPT的比较分析。此外,还利用SDS试验获得的数据估计了土壤分类和特定地点的液化潜力评价。综上所述,研究结果证明SDS试验是一种有效的土壤调查和液化潜力估计的替代方法。
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
Geotechnical Research
Geotechnical Research ENGINEERING, GEOLOGICAL-
CiteScore
4.50
自引率
26.30%
发文量
22
审稿时长
12 weeks
期刊介绍: Geotechnical Research covers the full scope of geotechnics and its related disciplines including: Soil, rock and fluid mechanics; geoenvironmental engineering; geothermal engineering; geotechnical design and construction issues; analytical and numerical methods; physical modelling; micromechanics; transportation geotechnics; engineering geology; environmental geotechnology; geochemistry; geohydrology and water management.
期刊最新文献
Theory of liquid and plastic limits for fine soils, methods of determination and outlook Slope visualization and stability study using GIS technology and UAV Retrospective evaluation of large settlement of a very soft clay Numerical modeling of skirt foundation under vertical load Consolidation and microstructural behaviour of soil treated with palm oil fuel ash-based geopolymer
×
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