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Erschienen in: Bulletin of Engineering Geology and the Environment 3/2024

01.03.2024 | Original Paper

Prediction of void ratio and shear wave velocity for soil in quaternary alluvium using cone penetration tests

verfasst von: Priyam Mishra, Pradipta Chakrabortty

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 3/2024

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Abstract

Several correlations are available to determine the shear wave velocity using cone penetration test (CPT) data. Available correlations are applied for the studied region, which shows the requirement for developing a new correlation for the study area. This study uses CPT, standard penetration test (SPT), and multichannel analysis of surface wave (MASW) data to formulate correlations for predicting void ratio (e) and shear wave velocity (VS). The estimated void ratio at various depths was taken from the SPT bore log available for the site. A regression model has been formulated for predicting e from normalized cone tip resistance (Qtn). In developing the shear wave velocity prediction model, two types of cone data are used: mechanical and electrical. In the prediction model of VS, various parameters, such as cone tip resistance (qc), soil behavior type index (IC), effective stress (\({{\sigma }_{0}}{\prime}\)), e, and depth (z), are considered. The correlation regarding shear wave velocity gives a good prediction with both CPT cones. A cone factor (KC) is introduced in the developed correlation for predicting ‘e’. The proposed correlations allow design soil parameters to be easily obtained from cone penetration test data.

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Metadaten
Titel
Prediction of void ratio and shear wave velocity for soil in quaternary alluvium using cone penetration tests
verfasst von
Priyam Mishra
Pradipta Chakrabortty
Publikationsdatum
01.03.2024
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 3/2024
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-024-03587-z

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