Chapter
Feb 21, 2020
Geo-Congress 2020

A Consistent Correlation between Vs, SPT, and CPT Metrics for Use in Liquefaction Evaluation Procedures

Publication: Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)

ABSTRACT

The objective of this study is to develop a consistent relationship between small strain shear wave velocity (Vs), corrected cone penetration test (CPT) tip resistance (qc1Ncs), and corrected standard penetration test (SPT) blow count (N1,60cs) for liquefiable soils. In the absence of actual measurements of Vs in the field, it is common to use data from SPT or CPT testing to estimate Vs. However, empirical correlations between pairs of these in situ metrics can yield significantly different values of Vs. Using recent correlations between cyclic resistance ratio normalized to M7.5 (CRRM7.5) and Vs normalized to one atmosphere of overburden (Vs1), qc1Ncs, or N1,60cs, a consistent relationship is developed such that reasonably similar values of Vs can be obtained using either qc1Ncs or N1,60cs. In comparison to two published Vs correlations, the correlations given in this study provide an average Vs value when using N1,60cs as the dependent variable but a slightly lower prediction of Vs when using qc1Ncs as the dependent variable.

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ACKNOWLEDGEMENTS

This study is based on work supported in part by the National Science Foundation (NSF) grants CMMI-1030564, CMMI-1435494, CMMI-1724575, and CMMI-1825189. The authors gratefully acknowledge this support. However, any opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the views of the NSF.

REFERENCES

Andrus, R.D., Mohanan, N.P., Piratheepan, P., Ellis, B.S., and Holzer, T.L. (2007). “Predicting shear-wave velocity from cone penetration resistance.” Proc. 4th Int. Conf. on Earthquake Geotechnical Engineering, Thessaloniki, Greece, 25-28 June.
Andrus, R.D., Piratheepan, P., Ellis, B.S., Zhang, J., and Juang, C.H. (2004). “Comparing liquefaction evaluation methods using penetration-Vs relationships.” Soil Dynamics and Earthquake Engineering, 24, 713–721.
Andrus, R.D., Stokoe II, K.H., Chung, R.M., and Juang, C.H. (2003). Guidelines for evaluating liquefaction resistance using shear wave velocity measurement and simplified procedures. NIST GCR 03-854, National Institute of Standards and Technology, Gaithersburg, MD.
Boulanger, R.W., and Idriss, I.M. (2012). “Probabilistic standard penetration test-based liquefaction-triggering procedure.” J. of Geotech. and Geoenv. Eng., 138(10), 1185–1195.
Boulanger, R.W., and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01, University of California at Davis, Davis, CA.
Green, R.A. and Ziotopoulou, K. (2015). “Overview of Screening Criteria for Liquefaction Triggering Susceptibility,” Proc. 10th Pacific Conf. on Earthquake Engineering(10PCEE), Sydney, Australia, 6-8 November.
Green, R.A., Bommer, J.J., Rodriguez-Marek, A., Maurer, B.W., Stafford, P.J., Edwards, B., Kruiver, P.P., de Lange, G., and van Elk, J. (2019). “Addressing limitations in existing ‘simplified’ liquefaction triggering evaluation procedures: application to induced seismicity in the Groningen gas field.” Bulletin of Earthquake Engineering, 17(8), 4539–4557.
Idriss, I.M., and Boulanger, R.W. (2010). SPT-based liquefaction triggering procedures. Report No. UCD/CGM-10/02, University of California at Davis, Davis, CA.
Kayen, R., Moss, R.E.S., Thompson, E.M., Seed, R.B., Cetin, K.O., Der Kiureghian, A., Tanaka, Y., and Tokimatsu, K. (2013). “Shear-wave velocity-based probabilistic and deterministic assessment of seismic soil liquefaction potential.” J. of Geotech. and Geoenv. Eng., 139(3), 407–419.
Maurer, B.W., Green, R.A., van Ballegooy, S., and Wotherspoon, L. (2019). “Development of region-specific soil behavior type index correlations for evaluating liquefaction hazard in Christchurch, New Zealand.” Soil Dynamics and Earthquake Engineering, 117, 96–105.
Mayne, P.W. (2007). “In situ test calibrations for evaluating soil parameters.” Characterization & Engineering Properties of Natural Soils, Vol. 3, Taylor & Francis, London: 1602-1652.
Robertson, P.K. (2009). “Interpretation of cone penetration tests - a unified approach.” Canadian Geotechnical Journal, 46(11), 1337–1355.
Tsai, C., and Kishida, T. (2015). “Unified correlation between SPT-N and shear wave velocity for all soil types.” Proc. 6th Int. Conf. on Earthquake Geotechnical Eng.,Christchurch, New Zealand, 2-4 November.
USGS (United States Geological Survey). “ShakeMap.” ShakeMap – USGS Earthquake Hazards Program. <https://earthquake.usgs.gov/data/shakemap/> (May 2, 2019).
Wair, B.R., DeJong, J.T., and Shantz, T. (2012). Guidelines for estimation of shear wave velocity profiles. PEER Report 2012/08, Pacific Earthquake Engineering Research Center, Berkeley, CA.

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Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)
Pages: 132 - 140
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8281-0

History

Published online: Feb 21, 2020

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Authors

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Kristin J. Ulmer, S.M.ASCE [email protected]
Ph.D. Candidate, Charles E. Via Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA. E-mail: [email protected]
Russell A. Green, Ph.D., M.ASCE [email protected]
P.E.
Professor, Charles E. Via Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA. E-mail: [email protected]
Adrian Rodriguez-Marek, Ph.D., M.ASCE [email protected]
Professor, Charles E. Via Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA. E-mail: [email protected]

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