Discussion of “Axisymmetric Simulations of Cone Penetration in Saturated Clay” by Diane M. Moug, Ross W. Boulanger, Jason T. DeJong, and Robert A. Jaeger
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 4
Get full access to this article
View all available purchase options and get full access to this article.
References
Baligh, M. M. 1985. “Strain path method.” J. Geotech. Eng. 111 (9): 1108–1136. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:9(1108).
Bjerrum, L. 1973. “Problems of soils mechanics and construction on soft clays and structurally unstable soils (collapsible, expansive and others).” In Proc., 8th Int. Conf. on Soil Mechanics and Foundation Engineering, 109–159. New York: Springer.
Casagrande, A., and W. L. Shannon. 1948. “Stress-deformation and strength characteristics of soils under dynamic loads.” In Proc., 2nd Int. Conf. on Soil Mechanics and Foundation Engineering, 29–34. Haarlem, Netherlands: Soil Mechanics and Foundation Engineering.
Chen, B. S., and P. W. Mayne. 1994. Profiling the overconsolidation ratio of clays by piezocone tests.. Atlanta: Georgia Institute of Technology.
Ladd, C. C., and D. J. DeGroot. 2003. “Recommended practice for soft ground site characterization: Arthur Casagrande lecture.” In Proc., 12th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, 1–59. Cambridge, MA: Massachusetts Institute of Technology.
Lefebvre, G., C. C. Ladd, G. Mesri, and F. Tavenas. 1983. Report of the testing committee. Montreal: Société d'énergie de la Baie James.
Leroueil, S., M. Kabbaj, F. Tavenas, and R. Bouchard. 1985. “Stress-strain-strain rate relation for the compressibility of natural clays.” Géotechnique 35 (2): 159–180. https://doi.org/10.1680/geot.1985.35.2.159.
Lunne, T., P. K. Robertson, and J. M. M. Powell. 1997. Cone penetration testing in geotechnical practice. New York: Taylor & Francis Group.
Pestana, J. M., and A. J. Whittle. 1999. “Formulation of a unified constitutive model for clays and sands.” Int. J. Numer. Anal. Methods Geomech. 23 (12): 1215–1243. https://doi.org/10.1002/(SICI)1096-9853(199910)23:12%3C1215::AID-NAG29%3E3.0.CO;2-F.
Pestana, J. M., A. J. Whittle, and A. Gens. 2002. “Evaluation of a constitutive model for clays and sands. Part II: Clay behaviour.” Int. J. Numer. Anal. Methods Geomech. 26 (11): 1123–1146. https://doi.org/10.1002/nag.238.
Sheahan, T. C., C. C. Ladd, and J. T. Germaine. 1996. “Rate-dependent undrained shear behavior of saturated clay.” J. Geotech. Eng. 122 (2): 99–108. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(99).
Information & Authors
Information
Published In
Copyright
©2020 American Society of Civil Engineers.
History
Received: May 23, 2019
Accepted: Jul 19, 2019
Published online: Jan 23, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 23, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.