{"title":"Practical use of shear wave velocity measurements in UK clays (BGA Touring Lecture 2023)","authors":"Michael Long","doi":"10.1680/jgeen.23.00158","DOIUrl":null,"url":null,"abstract":"This paper seeks to promotes use of shear wave velocity (V<sub>s</sub>) measurements in UK clays as a complement to more standard ground investigation techniques. V<sub>s</sub> measurements seem repeatable and independent of the method of measurement used in isotropic soil conditions, e.g. soft clays. However in glacial tills, and especially in the overconsolidated clays of south-east UK, V<sub>s</sub> measurements will differ depending on the direction of propagation and polarisation of the shear waves due to natural stress anisotropy and the fissured nature of the materials. Correlations between V<sub>s</sub> and other in situ data and with a variety of soil properties can be very powerful and some have been proposed here for UK clays. However these correlations should ideally be local and only applied to other soils and areas with great caution. Other uses of the techniques, beyond those of classical dynamic analyses, have been described together with some future challenges. Uncertainties in the methods have been well researched and several methods have been proposed to deal with these uncertainties. Nonetheless advice from a geophysical colleague will enhance the geotechnical engineers’ use of V<sub>s</sub> data.","PeriodicalId":54572,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","volume":"1 1","pages":""},"PeriodicalIF":2.0000,"publicationDate":"2023-12-15","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.23.00158","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
This paper seeks to promotes use of shear wave velocity (Vs) measurements in UK clays as a complement to more standard ground investigation techniques. Vs measurements seem repeatable and independent of the method of measurement used in isotropic soil conditions, e.g. soft clays. However in glacial tills, and especially in the overconsolidated clays of south-east UK, Vs measurements will differ depending on the direction of propagation and polarisation of the shear waves due to natural stress anisotropy and the fissured nature of the materials. Correlations between Vs and other in situ data and with a variety of soil properties can be very powerful and some have been proposed here for UK clays. However these correlations should ideally be local and only applied to other soils and areas with great caution. Other uses of the techniques, beyond those of classical dynamic analyses, have been described together with some future challenges. Uncertainties in the methods have been well researched and several methods have been proposed to deal with these uncertainties. Nonetheless advice from a geophysical colleague will enhance the geotechnical engineers’ use of Vs data.
本文旨在推广在英国粘土中使用剪切波速度(Vs)测量方法,作为更标准的地层勘察技术的补充。在各向同性的土壤条件下,例如在软粘土中,剪切波速度测量似乎具有可重复性,并且与所使用的测量方法无关。然而,在冰川淤积土中,尤其是在英国东南部的过固结粘土中,由于天然应力各向异性和材料的裂隙性质,Vs 测量值会因剪切波的传播方向和极化而不同。Vs 与其他现场数据以及各种土壤特性之间的相关性可能非常强大,在此针对英国粘土提出了一些相关性建议。不过,这些相关性最好是局部的,只有在非常谨慎的情况下才能应用到其他土壤和地区。除经典动态分析外,还介绍了这些技术的其他用途以及未来面临的一些挑战。对方法中的不确定性进行了深入研究,并提出了几种处理这些不确定性的方法。不过,地球物理同行的建议将有助于岩土工程师更好地使用 Vs 数据。
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.