Geotechnical Earthquake Engineering and Soil Dynamics V
CPT Prediction of Liquefaction Resistance Using the CPT Soil Characterization Curve Lookup Technique
Publication: Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)
ABSTRACT
The author has published specialized techniques to interpret cone penetrometer test (CPT) data for prediction of liquefaction for over 30 years, starting in 1984. These techniques have been updated numerous times, most recently in 2015. In all these cases, the technique generated contours of liquefaction resistance ratio on the CPT soil characterization chart using field and laboratory data. The problem is that the shapes of these contours are always too difficult to represent by even the most complex of equations. The author has developed software to predict liquefaction resistance using this approach, and this technique has been verified by other researchers using point-to-point data comparisons. This update reflects important observations made in the last three years. The approach indirectly accounts for all soil types and relative strength consistencies without requiring the equivalent clean sand approach.
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ACKNOWLEDGMENTS
This paper does not reflect recommendations, endorsement, or policy of the U.S. Army Corps of Engineers. I wish to also thank Dr. Joseph P. Koester for review of this paper.
REFERENCES
Boulanger, R.W., Idriss, I.M (2004). “Evaluating the Potential for Liquefaction or Cyclic Failure of Silts and Clays.” UC Davis Ctr. for Geotech. Modeling, Report No UCD/CGM-04/01.
Boulanger, R.W., Idriss, I.M (2014). “CPT and SPT based Liquefaction Triggering Procedures.” UC Davis Center for Geotechnical modeling, Report No UCD/CGM-14/01.
Douglas, Olsen, and Martin (1981). “Evaluation of the Cone Penetrometer Test for SPT-Liquefaction Assessment”, In Situ Liquefaction Susceptibility, ASCE convention.
Moss, R. E. S., Seed, R. B., Kayen, R. E., Stewart, J. P., Kiureghian, and Cetin (2006). "CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential" J. of Geotechnical & Geoenvironmental Engineering, ASCE, Aug 2006.
Olsen, R. S. (1984). “Liquefaction analysis using the cone penetrometer test.” Proc., 8th World Conf. on Earthquake Engineering EERI, San Francisco.
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Olsen, R. S. (1997). "Cyclic liquefaction based on the cone penetrometer test." NCEER Workshop on Evaluation of Soil Liquefaction, NCEE, Report No. NCEER-97-0022.
Olsen, R. S. (2015). "Prediction of Liquefaction Resistance using a Combination of CPT Cone and Sleeve Resistances – it’s really a contour surface.” 6thIntern. Conf. on Earthquake Geotech. Engineering, Christchurch, New Zealand.
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Information & Authors
Information
Published In
Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)
Pages: 170 - 181
Editors: Scott J. Brandenberg, Ph.D., University of California, Los Angeles, and Majid T. Manzari, Ph.D., George Washington University
ISBN (Online): 978-0-7844-8145-5
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Jun 7, 2018
ASCE Technical Topics:
- Curvature
- Design (by type)
- Engineering fundamentals
- Field tests
- Geomechanics
- Geometry
- Geotechnical data
- Geotechnical engineering
- Geotechnical investigation
- Load and resistance factor design
- Load factors
- Mathematics
- Penetration tests
- Soil liquefaction
- Soil mechanics
- Soil properties
- Soil strength
- Structural design
- Tests (by type)
Authors
Metrics & Citations
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