Technical Papers
May 25, 2023

Probabilistic Assessment of Standard Penetration Test Hammer Energy Efficiency and Rod Length Corrections

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 8

Abstract

Despite the clearly stated procedures in current standards, and contrary to its name, nonstandard execution of the standard penetration test (SPT) has been common. The use of different equipment and procedures produces significantly different SPT blow counts. To minimize the effects of these differences, correction factors are applied. Two of these corrections factors, namely hammer energy efficiency ratio (CE) and rod length (CR) corrections, are the scope of this research study. With the intent of quantifying the effects of variabilities and reducing the uncertainties, SPT hammer efficiency measurements were compiled from available literature. Additionally, new hammer energy measurements were performed in the field, controlling the variables of the problem. The resulting database is used to probabilistically develop a set of new CE and CR recommendations. The recommended mean energy ratios for safety hammer and automatic hammers are estimated as 67%±11% and 78%±12%, respectively, which are higher than typically assumed values in engineering practice. The recommended rod length correction values at shallow depths, proven to be also a function of SPT blowcounts, N (SPT-N) values, are higher than typically used values. This suggests less pronounced rod length effects. Additionally, a modified procedure to assess the stress-wave energy at anvil and above the SPT sampler elevations is introduced.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors are deeply grateful to many engineers and researchers who documented the field SPT energy measurement data, upon which these types of correlations are developed. We are also grateful to the anonymous reviewers, many engineers, and colleagues who encouraged this current work, and whose discussions and comments were of great value.

References

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 8August 2023

History

Received: Jun 26, 2022
Accepted: Mar 6, 2023
Published online: May 25, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 25, 2023

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Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey (corresponding author). ORCID: https://orcid.org/0000-0003-0540-2247. Email: [email protected]
M. Efekan Cevik, S.M.ASCE https://orcid.org/0000-0002-5365-8848
Graduate Student, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey. ORCID: https://orcid.org/0000-0002-5365-8848
Ahmed Al-Suhaily, S.M.ASCE
Graduate Student, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey.
A. Anil Yunatci, Ph.D., M.ASCE https://orcid.org/0000-0003-4279-0007
Geotechnical Engineer, GeoDestek Ltd. Corp., Middle East Technical Univ. Technopolis, Silver Block - K1-12, Ankara 06800, Turkey. ORCID: https://orcid.org/0000-0003-4279-0007

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