Closure to “CPT-Based Probabilistic Soil Characterization and Classification” by K. Onder Cetin and Cem Ozan
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Volume 136, Issue 3
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ACKNOWLEDGMENTS
In-kind support was provided by Zemar Corporation through the field CPT and drilling efforts. It is gratefully acknowledged. Thanks are also extended to Dr. Paul W. Mayne, Pacific Earthquake Engineering Research Center (PEER), and Bursa Metropolitan Municipality, Administration of Water and Sewage Lines, for sharing their CPT data. Last, but not least, we would like to extend our special thanks to our anonymous reviewers for their valuable comments. All of this support is gratefully acknowledged.
References
Cetin, K. O., and Isik, N. (2007). “Probabilistic assessment of stress normalization for CPT data.” J. Geotech. Geoenviron. Eng., 133(7), 887–897.
Cetin, K. O., and Ozan, C. (2009). “CPT-based probabilistic soil characterization and classification.” J. Geotech. Geoenviron. Eng., 135(1), 84–107.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, Blackie Academic & Professional, London.
Moss, R. E. S., Seed, R. B., and Olsen, R. S. (2006). “Normalizing the CPT for overburden stress.” J. Geotech. Geoenviron. Eng., 132(3), 378–387.
Olsen, R. S., and Mitchell, J. K. (1995). “CPT stress normalization and prediction of soil classification.” Proc., Int. Symp. on Cone Penetration Testing, CPT 95, 2, Roland Offset, Linkoping, Sweden, 257–262.
Robertson, P. K. (1999). “Estimation of minimum undrained shear strength for flow liquefaction using the CPT.” Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, Balkema, Rotterdam, The Netherlands.
Robertson, P. K., and Wride, C. E. (1997). “Cyclic liquefaction and its evaluation based on the SPT and CPT.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soil, NCEER, Buffalo, N.Y., 41–87.
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© 2010 ASCE.
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Received: Sep 29, 2009
Accepted: Oct 7, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010
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