DISCUSSIONS AND CLOSURES
Feb 12, 2010

Discussion of “CPT-Based Probabilistic Soil Characterization and Classification” by K. Onder Cetin and Cem Ozan

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 3
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References

Boulanger, R. W. (2003). “High overburden stress effects in liquefaction analyses.”  J. Geotech. Geoenviron. Eng., 129 (12), 1071–1082.
Boulanger, R. W., and Idris, I. M. (2007). “Evaluation of cyclic softening in silts and clays.”  J. Geotech. Geoenviron. Eng., 133 (6), 641–652.
Bray, J. D., and Sancio, R. B. (2006). “Assessment of liquefaction susceptibility of fine-grained soils.” J. Geotech. Geoenviron. Eng., 132 (9), 1165–1177.
Cetin, K. O., and Isik, N. (2007). “Probabilistic assessment of stress normalization for CPT data.” J. Geotech. Geoenviron. Eng., 133(7), 887–897.
Long, M. (2008). “Design parameters from in situ tests in soft ground—Recent developments.” Proc., Geotechnical and Geophysical Site Characterization, Taylor & Francis, London, 89–116.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, Blackie Academic and Professional, London.
Molle, J. (2005). “The accuracy of the interpretation of CPT-based soil classification methods in soft soils.” MSc thesis, Section for Engineering Geology, Dept. of Applied Earth Sciences, Delf Univ. of Technology, Report No. 242, Report AES/IG/05-25.
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, Vol. 2, 257–262.
Robertson, P. K. (1990). “Soil classification using the CPT.” Can. Geotech. J., 27(1), 151–158
Robertson, P. K. (1999). “Estimation of minimum undrained shear strength for flow liquefaction using the CPT.” Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, 1021–1028.
Robertson, P. K. (2009). “Interpretation of cone penetration tests—A unified approach.” Can. Geotech. J., 46(1), 1337–1355.
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, 41–87.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136Issue 3March 2010
Pages: 542 - 543

History

Received: Mar 13, 2009
Accepted: Apr 3, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010

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P. K. Robertson [email protected]
Professor Emeritus, Technical Director, Gregg Drilling & Testing Inc., 2726 Walnut Ave., Signal Hill, CA 92660. E-mail: [email protected]

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