Discussion of “Settlement of the Kansai International Airport Islands” by G. Mesri and J. R. Funk
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 6
GT.1943-5606.0001447/asset/04cad44d-dedb-4482-bbc1-bd0d3c490628/assets/(asce)gt.1943-5606.0001447.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Degago, S. A., Grimstad, G., Jostad, H. P., and Nordal, S. (2013). “Misconceptions about experimental substantiation of creep hypothesis A.” Proc., 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Paris, 215–218.
Degago, S. A., Grimstad, G., Jostad, H. P., Nordal, S., and Olsson, M. (2011). “Use and misuse of the isotache concept with respect to creep hypotheses A and B.” Géotechnique, 61(10), 897–908.
Jamiolkowski, M., Ladd, C. C., Germaine, J. T., and Lancellotta, R. (1985). “New developments in field and laboratory testing of soils.” Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, Balkema, Rotterdam, Netherlands, 57–153.
Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F., and Poulos, H. G. (1977). “Stress-deformation and strength characteristics: State of the art report.” Proc., 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, 421–494.
Leroueil, S. (2006). “The isotache approach—Where are we 50 years after its development by Professor Šuklje?” Proc., 13th Danube-European Conf. on Geotechnical Engineering, Slovenian Geotechnical Society, Ljubljana, Slovenia, 55–88.
Leroueil, S., Kabbaj, M., and Tavenas, F. (1988). “Study of the validity of a model in in situ conditions.” Soils Found., 28(3), 13–25.
Leroueil, S., Kabbaj, M., Tavenas, F., and Bouchard, R. (1985). “Stress-strain–strain rate relation for the compressibility of sensitive natural clays.” Géotechnique, 35(2), 159–180.
Ohmukai, N., and Imai, G. (2006). “Evaluation of the strain rate dependency on consolidation yield stress of natural clays.” Doboku Gakkai Ronbunshuu C, 62(3), 579–592 (in Japanese).
Perzyna, P. (1963). “The constitutive equations for rate sensitive plastic materials.” Q. Appl. Math., 20(4), 321–332.
Šuklje, L. (1957). “The analysis of the consolidation process by the isotache method.” Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, Butterworths, London, 200–206.
Watabe, Y., and Leroueil, S. (2015). “Modeling and implementation of the isotache concept for long-term consolidation behavior.” Int. J. Geomech., A4014006.
Watabe, Y., Udaka, K., and Morikawa, Y. (2008). “Strain rate effect on long-term consolidation of Osaka Bay clay.” Soils Found., 48(4), 495–509.
Watabe, Y., Udaka, K., Nakatani, Y., and Leroueil, S. (2012). “Long-term consolidation behavior interpreted with isotache concept for worldwide clays.” Soils Found., 52(3), 449–464.
Watabe, Y., Udaka, K., Nakatani, Y., and Leroueil, S. (2013). “Long-term consolidation behavior interpreted with isotache concept for worldwide clays.” Soils Found., 53(2), 360–362.
Yoshikuni, H., Nishiumi, H., Ikegami, S., and Seto, K. (1994). “The creep and effective-stress-relaxation behavior on one-dimensional consolidation.” Proc., 29th National Conf. on Soil Mechanics and Foundation Engineering, Japanese Geotechnical Society, Tokyo, 269–270 (in Japanese).
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 6 • June 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Mar 31, 2015
Accepted: May 1, 2015
Published online: Feb 2, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 2, 2016
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.