Technical Papers
Jun 15, 2017

Instrumented Becker Penetration Test. II: iBPT-SPT Correlation for Characterization and Liquefaction Assessment of Gravelly Soils

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 9

Abstract

The Becker penetration test (BPT) is a widely used tool for the characterization of gravelly soils, especially for liquefaction assessment. An instrumented Becker penetration test (iBPT) was developed and integrated into the standard, closed-ended Becker drill string. The iBPT produces a continuous profile of energy-normalized blow count values NB30, which are computed using the acceleration and force measurements recorded directly behind the driving shoe. The NB30 profile is repeatable and unaffected by hammer driving energy or accumulated shaft resistance. This paper presents the correlation between iBPT NB30 and standard penetration test (SPT) N60 values, which is necessary for performing liquefaction assessment in gravelly soils. In developing this correlation, field variability was addressed by comparing median iBPT NB30 and SPT N60 values from adjacent soundings over geologically consistent depth intervals. A framework was also developed to assess and, when appropriate, correct for gravel influence on measured SPT blow count values. This framework uses SPT blows per inch as well as physical evidence from SPT and adjacent Sonic samples. The correlation factor between iBPT NB30 and SPT N60 is shown to be a constant value of 1.8 and independent of soil type or penetration resistance magnitude.

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Acknowledgments

The authors appreciated the funding and support provided by the Division of Safety of Dams (DSOD) of the California Department of Water Resources (David Gutierrez and Richard Armstrong) and Los Angeles Department of Water and Power (Craig Davis and Adam Perez). The support of Bill Sluis, Daret Kehlet, Jon Pearson, Kevin Kuei, and Chris Krage of the Department of Civil and Environmental Engineering at the University of California, Davis, is also greatly appreciated. In addition, the support and collaboration of AMEC Foster Wheeler (Marty Hudson and Alek Harounian), AECOM (Wolfgang Roth and S. Nesarajah), GeoPentech (Jon Barneich, Andrew Dinsick, and Doug Wahl), and Great West Drilling (Jim Benson) is appreciated.

References

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Cao, Z., Youd, L. T., and Yuan, X. (2013). “Chinese dynamic penetration test for liquefaction evaluation in gravelly soils.” J. Geotech. Geoenviron. Eng., 1320–1333.
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DeJong, J. T., et al. (2017). “Instrumented Becker Penetration Test I: Equipment, operation, and performance.” J. Geotech. Geoenviron. Eng., 04017062.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 9September 2017

History

Received: Sep 10, 2015
Accepted: Jan 26, 2017
Published online: Jun 15, 2017
Published in print: Sep 1, 2017
Discussion open until: Nov 15, 2017

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Authors

Affiliations

Mason Ghafghazi, M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4. E-mail: [email protected]
Jason T. DeJong, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616 (corresponding author). E-mail: [email protected]
Alexander P. Sturm, S.M.ASCE [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616. E-mail: [email protected]
Charles E. Temple [email protected]
Formerly, Graduate Student, Senior Engineer, U.S. Army Corps of Engineers, 1325 J St., Sacramento, CA 95814. E-mail: [email protected]

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