{"title":"Comparative study of geotechnical field penetration tests data for sandy subsoils","authors":"Mirella Dalvi dos Santos, K. Bicalho","doi":"10.1680/jgeen.21.00176","DOIUrl":null,"url":null,"abstract":"The main objective of this paper was to compare standard penetration test (SPT), dynamic probing (DP) and cone penetrometer test (CPT) data for uniformly graded sandy soils located in southeast Brazilian coastal region named Grande Vitória, Espírito Santo (GV-ES). The study also evaluates previously published datasets of laboratory and field penetration tests data concerning the variations of some soil parameters associated with the investigated correlations. The correlations analysis addressed the influences of textural characteristics, especially grain size distribution, and relative density on obtained CPT-SPT and DP-SPT linear correlations using a newly compiled experimental database for GV-ES sands and previous published datasets. Correlations were determined using statistical inference, specifically by simple linear regression and residues’ analysis in several groups of experimental data.","PeriodicalId":54572,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","volume":"24 1","pages":""},"PeriodicalIF":2.0000,"publicationDate":"2022-03-25","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.21.00176","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
The main objective of this paper was to compare standard penetration test (SPT), dynamic probing (DP) and cone penetrometer test (CPT) data for uniformly graded sandy soils located in southeast Brazilian coastal region named Grande Vitória, Espírito Santo (GV-ES). The study also evaluates previously published datasets of laboratory and field penetration tests data concerning the variations of some soil parameters associated with the investigated correlations. The correlations analysis addressed the influences of textural characteristics, especially grain size distribution, and relative density on obtained CPT-SPT and DP-SPT linear correlations using a newly compiled experimental database for GV-ES sands and previous published datasets. Correlations were determined using statistical inference, specifically by simple linear regression and residues’ analysis in several groups of experimental data.
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.