NDLI: Empirical correlations between shear wave velocity and penetration resistance for ground shaking assessments

Content Provider	Springer Nature Link
Author	Hasancebi, Nilsun Ulusay, Resat
Copyright Year	2006
Abstract	Prediction of the ground shaking response at soil sites requires knowledge of the soil, expressed in terms of shear wave velocity. Although it is preferable to measure this dynamic soil parameter in situ, this is often not economic at all locations. Existing correlations between shear wave velocity and penetration resistance have been assessed in this study and compared with correlations with SPT values obtained based on geotechnical and geoseismic data collected from a first-degree earthquake zone in Turkey. The results obtained support the findings of earlier studies that blow-count is a significant parameter in these correlations while type of soil has no important influence. The regression equations developed in this study compare well with most of the previous equations and exhibit good prediction performance. It is noted that better correlations are obtained when uncorrected blow-counts are used.La prévision de la réponse d’un site à une sollicitation sismique nécessite des connaissances sur le sol, relatives en particulier à la vitesse de propagation des ondes de cisaillement. Il est préférable de mesurer ce paramètre de dynamique des sols in situ. Cependant ceci n’est pas toujours possible en raison de la configuration du site et de contraintes économiques. Des corrélations entre la vitesse de propagation des ondes de cisaillement et des données pénétrométriques ont été évaluées et comparées avec des corrélations entre la vitesse de propagation des ondes de cisaillement et des données SPT, ces dernières obtenues à partir de données géotechniques et sismiques issues d’une zone de forte sismicité en Turquie. Les résultats obtenus confortent de précédentes études montrant que les données SPT apportent un paramètre significatif, tandis que le type de sol ne joue pas un rôle important pour les corrélations établies. Des équations de régression ont été établies et permettent de prévoir la réponse d’un site à une sollicitation sismique.
Starting Page	203
Ending Page	213
Page Count	11
File Format	PDF
ISSN	14359529
Journal	Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number	66
Issue Number	2
e-ISSN	14359537
Language	English
Publisher	Springer-Verlag
Publisher Date	2006-08-29
Publisher Place	Berlin, Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Equation de regression Sondage géotechnique Réfraction sismique Vitesse de propagation des ondes de cisaillement Essai SPT Turquie Nature Conservation Geoecology/Natural Processes Structural Foundations, Hydraulic Engineering Applied Geosciences
Content Type	Text
Resource Type	Article
Subject	Geology Geotechnical Engineering and Engineering Geology

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