Correlation between Shear-Wave Velocity and Dynamic Cone Resistance for Gravelly Soil
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 9
Abstract
Developing empirical correlations between the shear-wave velocity () and the standard penetration test (SPT) blow count has been a long-term practice for sandy, silty, and clayey soils. However, the existing correlations are not suitable for gravelly soils because the SPT is not particularly reliable for gravelly soils due to the interference of SPT sampler with relatively large-size gravel particles. Hence, in the present study, a new correlation has been developed between and the dynamic cone penetration test (DPT) resistance for gravelly soils. The DPT, which consists of a 74-mm-diameter cone to reduce the interference of large particles, has recently been used to correlate the liquefaction resistance of gravelly soils. A large database has recently been developed based on both DPT and data collected from different companion sites all around the world to develop new liquefaction triggering procedures. Based on this database, linear and log-linear correlations have been developed considering the effect of vertical effective stress. Results showed that the correlations among the uncorrected DPT and resistance and the vertical effective stress are much stronger in comparison with the correlation obtained between the overburden-corrected DPT resistance and . A reasonable agreement was observed between the measured and computed for both linear and log-linear correlations.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon request.
Acknowledgments
Funding for this study was provided by Grant No. G16AP00108 from the US Geological Survey Earthquake Hazard Reduction Program and Grant Nos. CMMI-1663546 and CMMI-16632884 from the National Science Foundation. This funding is gratefully acknowledged. However, the opinions, conclusions, and recommendations in this paper do not necessarily represent those of the sponsors.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149 • Issue 9 • September 2023
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Aug 11, 2022
Accepted: May 18, 2023
Published online: Jul 14, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 14, 2023
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