Journal
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
Volume 70, Issue 2, Pages 291-297Publisher
SPRINGER HEIDELBERG
DOI: 10.1007/s10064-010-0324-9
Keywords
In situ testing; Shear wave velocity; Standard penetration test; Cone penetration test; Dynamic soil properties
Funding
- Greek Earthquake Planning and Protection Organization (EPPO)
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Shear wave velocity is an important input parameter for dynamic ground analysis. Standard penetration test blow counts, static cone penetration tip resistance and shear wave velocity (VS) obtained by the cross-hole technique have been collected from a large number of projects in Greece over the last 10 years and regression analysis used to develop empirical relationships. The paper discusses the factors which influence the derived equations, in particular the relevance of the soil type.
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