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TitleDevelopment of empirical CPTu-Vs correlations for post-glacial sediments in Southern Quebec, Canada, in consideration of soil type and geological setting
 
AuthorSalsabili, M; Saeidi, A; Rouleau, A; Nastev, MORCID logo
SourceSoil Dynamics and Earthquake Engineering vol. 154, 107131, 2022 p. 1-16, https://doi.org/10.1016/j.soildyn.2021.107131
Image
Year2022
Alt SeriesNatural Resources Canada, Contribution Series 20210626
PublisherElsevier
Documentserial
Lang.English
Mediapaper; on-line; digital
File formatpdf
ProvinceQuebec
NTS31I/07; 21L/14; 22D/06; 22D/11
Lat/Long WENS -76.0000 -68.0000 49.0000 45.0000
SubjectsScience and Technology; sedimentology; soils science; piezometric levels; seismic waves; seismic velocities; regressions; regression analyses; correlations; soil types; soil studies
Illustrationstables; location maps; distribution diagrams; plots; figures; seismic profiles
ProgramPublic Safety Geoscience Rapid Risk Assessment
Released2022 01 05
AbstractThe 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.
Summary(Plain Language Summary, not published)
The correlation between the shear wave velocity (Vs) and the piezocone penetration test (CPTu) parameters is investigated in post-glacial sediments along the St. Lawrence and Saguenay rivers in Southern Quebec, Canada. The compiled database includes 991 CPTu-Vs measurements at 40 sites. The objective was to examine the applicability of existing CPTu-Vs correlations, identify the most important CPTu parameters and to develop specific CPTu-Vs correlations that account for the effects of the soil type (sandy or clayey) and geological environment (Champlain or Laflamme sea sediments). Results indicate that the application of existing correlations is imprecise in a varying degree raising the need for site-specific correlations. The multivariate regression analysis confirmed the cone tip resistance and depth of measurement as major predictors for Vs, accompanied by the normalised pore pressure and the soil behaviour type index. The consideration of the soil type and geological settings helped to further reduce the uncertainties in CPTu-Vs correlations in fine-grained soils.
GEOSCAN ID329577

 
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