Development of empirical CPTu-Vs correlations for post-glacial sediments in Southern Quebec, Canada, in consideration of soil type and geological setting
The correlation of shear wave velocity (Vs) with piezocone penetration test (CPTu) parameters is investigated in post-glacial sediments along the St. Lawrence and Saguenay rivers, Southern Quebec, Canada. The compiled database includes 991 CPTu-Vs measurements at 40 sites. The objectives are to exam...
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description | The correlation of shear wave velocity (Vs) with piezocone penetration test (CPTu) parameters is investigated in post-glacial sediments along the St. Lawrence and Saguenay rivers, Southern Quebec, Canada. The compiled database includes 991 CPTu-Vs measurements at 40 sites. The objectives are to examine the applicability of existing CPTu-Vs correlations, identify the main CPTu parameters and develop specific CPTu-Vs correlations that account for the effects of soil type (sandy or clayey) and geological setting (Champlain or Laflamme sea sediments). Results reveal that the application of existing correlations is biased in varying degrees, denoting a need for site-specific correlations for the study area. Multivariate regression analyses confirm the importance of cone tip resistance and depth as Vs predictors assisted by normalised pore pressure and soil behaviour type index. Consideration of soil type and geological setting helps reduce uncertainties in CPTu-Vs correlations for fine-grained soils.
•Seismic piezocone data for coarse-to fine-grained soils are analysed.•Existing piezocone penetration (CPTu) vs shear wave velocity (Vs) correlations are evaluated.•The Vs prediction ability of different CPTu parameters is analysed.•Representative correlations considering CPTu-based indexes are proposed.•The effect of the geological setting on CPTu-Vs correlation is examined. |
doi_str_mv | 10.1016/j.soildyn.2021.107131 |
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•Seismic piezocone data for coarse-to fine-grained soils are analysed.•Existing piezocone penetration (CPTu) vs shear wave velocity (Vs) correlations are evaluated.•The Vs prediction ability of different CPTu parameters is analysed.•Representative correlations considering CPTu-based indexes are proposed.•The effect of the geological setting on CPTu-Vs correlation is examined.</description><identifier>ISSN: 0267-7261</identifier><identifier>EISSN: 1879-341X</identifier><identifier>DOI: 10.1016/j.soildyn.2021.107131</identifier><language>eng</language><publisher>Barking: Elsevier Ltd</publisher><subject>Correlation ; Empirical analysis ; Empirical correlation ; Fine-grained soils ; Geology ; Glacial soils ; Multiple nonlinear regression ; Parameter identification ; Penetration tests ; Piezocone penetration test (CPTu) ; Pore pressure ; Pore water pressure ; Regression analysis ; Sandy soils ; Sediments ; Seismic piezocone (SCPTu) ; Shear wave velocity ; Soil behaviour type (SBT) ; Soils ; Wave velocity</subject><ispartof>Soil dynamics and earthquake engineering (1984), 2022-03, Vol.154, p.1, Article 107131</ispartof><rights>2021 Elsevier Ltd</rights><rights>Copyright Elsevier BV Mar 2022</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><orcidid>0000-0003-1876-7413</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0267726121005534$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Salsabili, Mohammad</creatorcontrib><creatorcontrib>Saeidi, Ali</creatorcontrib><creatorcontrib>Rouleau, Alain</creatorcontrib><creatorcontrib>Nastev, Miroslav</creatorcontrib><title>Development of empirical CPTu-Vs correlations for post-glacial sediments in Southern Quebec, Canada, in consideration of soil type and geological setting</title><title>Soil dynamics and earthquake engineering (1984)</title><description>The correlation of shear wave velocity (Vs) with piezocone penetration test (CPTu) parameters is investigated in post-glacial sediments along the St. Lawrence and Saguenay rivers, Southern Quebec, Canada. The compiled database includes 991 CPTu-Vs measurements at 40 sites. The objectives are to examine the applicability of existing CPTu-Vs correlations, identify the main CPTu parameters and develop specific CPTu-Vs correlations that account for the effects of soil type (sandy or clayey) and geological setting (Champlain or Laflamme sea sediments). Results reveal that the application of existing correlations is biased in varying degrees, denoting a need for site-specific correlations for the study area. Multivariate regression analyses confirm the importance of cone tip resistance and depth as Vs predictors assisted by normalised pore pressure and soil behaviour type index. Consideration of soil type and geological setting helps reduce uncertainties in CPTu-Vs correlations for fine-grained soils.
•Seismic piezocone data for coarse-to fine-grained soils are analysed.•Existing piezocone penetration (CPTu) vs shear wave velocity (Vs) correlations are evaluated.•The Vs prediction ability of different CPTu parameters is analysed.•Representative correlations considering CPTu-based indexes are proposed.•The effect of the geological setting on CPTu-Vs correlation is examined.</description><subject>Correlation</subject><subject>Empirical analysis</subject><subject>Empirical correlation</subject><subject>Fine-grained soils</subject><subject>Geology</subject><subject>Glacial soils</subject><subject>Multiple nonlinear regression</subject><subject>Parameter identification</subject><subject>Penetration tests</subject><subject>Piezocone penetration test (CPTu)</subject><subject>Pore pressure</subject><subject>Pore water pressure</subject><subject>Regression analysis</subject><subject>Sandy soils</subject><subject>Sediments</subject><subject>Seismic piezocone (SCPTu)</subject><subject>Shear wave velocity</subject><subject>Soil behaviour type (SBT)</subject><subject>Soils</subject><subject>Wave velocity</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNotUdlKxDAUDaLguHyCEPDVjlnatPMkMq4gqLjgW0iTmzFDTWqSCn6Kf2vr-HTh3rNdDkJHlMwpoeJ0PU_BdebbzxlhdNzVlNMtNKNNvSh4Sd-20YwwURc1E3QX7aW0JoTWtBEz9HMBX9CF_gN8xsFi-OhddFp1ePnwPBSvCesQI3Qqu-ATtiHiPqRcrDql3YhKYNzETdh5_BSG_A7R48cBWtAneKm8MupkuumR7gzEP6HJacqM83cPWHmDVxC6sPozTpCz86sDtGNVl-Dwf-6jl6vL5-VNcXd_fbs8vyuAVmUuGLGt4qopK8VZaytmdW2haVVNGl0aAFPWpWoXTIiqssJySxtLQeiGUb0wFd9HxxvdPobPAVKW6zBEP1pKJviC8JIzNqLONigYo3w5iDJpB16P70fQWZrgJCVy6kOu5X8fcupDbvrgvylIhRE</recordid><startdate>202203</startdate><enddate>202203</enddate><creator>Salsabili, Mohammad</creator><creator>Saeidi, Ali</creator><creator>Rouleau, Alain</creator><creator>Nastev, Miroslav</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KL.</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0003-1876-7413</orcidid></search><sort><creationdate>202203</creationdate><title>Development of empirical CPTu-Vs correlations for post-glacial sediments in Southern Quebec, Canada, in consideration of soil type and geological setting</title><author>Salsabili, Mohammad ; Saeidi, Ali ; Rouleau, Alain ; Nastev, Miroslav</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-e154t-20fba3a845a32bf52fc7fe8ba708c4deed474ab926655f6f3f18f1e6c821c9d53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Correlation</topic><topic>Empirical analysis</topic><topic>Empirical correlation</topic><topic>Fine-grained soils</topic><topic>Geology</topic><topic>Glacial soils</topic><topic>Multiple nonlinear regression</topic><topic>Parameter identification</topic><topic>Penetration tests</topic><topic>Piezocone penetration test (CPTu)</topic><topic>Pore pressure</topic><topic>Pore water pressure</topic><topic>Regression analysis</topic><topic>Sandy soils</topic><topic>Sediments</topic><topic>Seismic piezocone (SCPTu)</topic><topic>Shear wave velocity</topic><topic>Soil behaviour type (SBT)</topic><topic>Soils</topic><topic>Wave velocity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Salsabili, Mohammad</creatorcontrib><creatorcontrib>Saeidi, Ali</creatorcontrib><creatorcontrib>Rouleau, Alain</creatorcontrib><creatorcontrib>Nastev, Miroslav</creatorcontrib><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Salsabili, Mohammad</au><au>Saeidi, Ali</au><au>Rouleau, Alain</au><au>Nastev, Miroslav</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Development of empirical CPTu-Vs correlations for post-glacial sediments in Southern Quebec, Canada, in consideration of soil type and geological setting</atitle><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle><date>2022-03</date><risdate>2022</risdate><volume>154</volume><spage>1</spage><pages>1-</pages><artnum>107131</artnum><issn>0267-7261</issn><eissn>1879-341X</eissn><abstract>The correlation of shear wave velocity (Vs) with piezocone penetration test (CPTu) parameters is investigated in post-glacial sediments along the St. Lawrence and Saguenay rivers, Southern Quebec, Canada. The compiled database includes 991 CPTu-Vs measurements at 40 sites. The objectives are to examine the applicability of existing CPTu-Vs correlations, identify the main CPTu parameters and develop specific CPTu-Vs correlations that account for the effects of soil type (sandy or clayey) and geological setting (Champlain or Laflamme sea sediments). Results reveal that the application of existing correlations is biased in varying degrees, denoting a need for site-specific correlations for the study area. Multivariate regression analyses confirm the importance of cone tip resistance and depth as Vs predictors assisted by normalised pore pressure and soil behaviour type index. Consideration of soil type and geological setting helps reduce uncertainties in CPTu-Vs correlations for fine-grained soils.
•Seismic piezocone data for coarse-to fine-grained soils are analysed.•Existing piezocone penetration (CPTu) vs shear wave velocity (Vs) correlations are evaluated.•The Vs prediction ability of different CPTu parameters is analysed.•Representative correlations considering CPTu-based indexes are proposed.•The effect of the geological setting on CPTu-Vs correlation is examined.</abstract><cop>Barking</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.soildyn.2021.107131</doi><orcidid>https://orcid.org/0000-0003-1876-7413</orcidid></addata></record> |
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subjects | Correlation Empirical analysis Empirical correlation Fine-grained soils Geology Glacial soils Multiple nonlinear regression Parameter identification Penetration tests Piezocone penetration test (CPTu) Pore pressure Pore water pressure Regression analysis Sandy soils Sediments Seismic piezocone (SCPTu) Shear wave velocity Soil behaviour type (SBT) Soils Wave velocity |
title | Development of empirical CPTu-Vs correlations for post-glacial sediments in Southern Quebec, Canada, in consideration of soil type and geological setting |
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