Emerging technologies and advanced analyses for non-invasive near-surface site characterization

Aser Abbas, Mauro Aimar, M. Yust, Brady Cox, S. Foti
{"title":"Emerging technologies and advanced analyses for non-invasive near-surface site characterization","authors":"Aser Abbas, Mauro Aimar, M. Yust, Brady Cox, S. Foti","doi":"10.28927/sr.2024.006923","DOIUrl":null,"url":null,"abstract":"The in-situ small-strain shear modulus of soil and rock materials is a parameter of paramount importance in geotechnical modeling. It can be derived from non-invasive geophysical surveys, which provide the possibility of testing the subsurface in its natural and undisturbed condition by inferring the velocity of propagation of shear waves. In addition, for soil dynamics and earthquake engineering applications, the small-strain damping ratio plays a relevant role, yet its estimation is still challenging, lacking consolidated approaches for its in-situ evaluation. Recent advancements in instrumentation, such as distributed acoustic sensing (DAS), combined with advanced analysis methodologies for the interpretation of seismic wave propagation (e.g., machine learning and full waveform inversion), open new frontiers in site characterization. This paper presents and compares some advanced applications of measuring 1D and 2D variations in shear wave velocity and attenuation in-situ with reference to a specific case history.","PeriodicalId":507352,"journal":{"name":"Soils and Rocks","volume":"103 9","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-02-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soils and Rocks","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.28927/sr.2024.006923","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

The in-situ small-strain shear modulus of soil and rock materials is a parameter of paramount importance in geotechnical modeling. It can be derived from non-invasive geophysical surveys, which provide the possibility of testing the subsurface in its natural and undisturbed condition by inferring the velocity of propagation of shear waves. In addition, for soil dynamics and earthquake engineering applications, the small-strain damping ratio plays a relevant role, yet its estimation is still challenging, lacking consolidated approaches for its in-situ evaluation. Recent advancements in instrumentation, such as distributed acoustic sensing (DAS), combined with advanced analysis methodologies for the interpretation of seismic wave propagation (e.g., machine learning and full waveform inversion), open new frontiers in site characterization. This paper presents and compares some advanced applications of measuring 1D and 2D variations in shear wave velocity and attenuation in-situ with reference to a specific case history.
用于非侵入式近地表场地特征描述的新兴技术和先进分析方法
土壤和岩石材料的原位小应变剪切模量是岩土工程建模中至关重要的参数。它可以通过非侵入式地球物理勘测得出,这种勘测可以通过推断剪切波的传播速度,在自然和未受干扰的条件下对地下进行测试。此外,在土壤动力学和地震工程应用中,小应变阻尼比发挥着重要作用,但其估算仍具有挑战性,缺乏对其进行原位评估的综合方法。分布式声学传感(DAS)等仪器的最新进展,结合用于解释地震波传播的先进分析方法(如机器学习和全波形反演),开辟了场地特征描述的新领域。本文结合一个具体案例,介绍并比较了现场测量剪切波速度和衰减的一维和二维变化的一些先进应用。
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 求助全文
来源期刊
自引率
0.00%
发文量
0
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信