Discussion of “High Overburden Stress Effects in Liquefaction Analyses,” by Ross W. Boulanger
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 8
1090-0241(2005)131:8(1058)/asset/ede8b9bd-535d-4848-a956-8ddfe8da4f3a/assets/(asce)1090-0241(2005)131:8(1058).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Been, K., and Jefferies, M. G. (1985). “A state parameter for sands.” Geotechnique, 35(2), 99–112.
Bolton, M. D. (1986). “The strength and dilatancy of sands.” Geotechnique, 36(1), 65–78.
Bouckovalas, G. D., Andrianopoulos, K. I., and Papadimitriou, A. G. (2003). “A critical state interpretation for the cyclic liquefaction of silty sands.” Soil Dyn. Earthquake Eng., 23, 115–125.
De Alba, P., Seed, H. B., and Chan, C. K. (1976). “Sand liquefaction in large-scale simple shear tests.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 102(9), 909–927.
Finn, W. D., Pickering, D. J., and Bransby, P. L. (1971). “Sand liquefaction in triaxial and simple shear tests.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 97(4), 639–659.
Ishihara, K. (1996). Soil behaviour in earthquake geotechnics, Clarendon, Oxford, U.K.
Mayne, P. W., and Kulhway, F. H. (1982). “ -OCR relationships in soil.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 108(6), 851–872.
Pillai, V. S., and Muhunthan, B. (2001). “A review of the influence of initial static shear and confining stress on failure mechanisms and earthquake liquefaction of soils.” Proc., 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics (CD), Rolla, Rolla, Mo.
Stamatopoulos, C., et al. (2001). Final Rep., “Cost-effective soil improvement methods to mitigate liquefaction and seismic risk.” Contract ENV4-CT98-0792, European Commission, DG12.
Stamatopoulos, C., et al. (2003). Final Rep., “Collection-analysis of permanent seismic deformations and proposals for improvement of the Greek seismic code.” Hellenic Organization of Seismic Protection (OASP), Greece.
Stamatopoulos, C., Stamatopoulos, A., and Balla, L. (2004). “Cyclic strength of sands in terms of the state parameter.” Proc., 11th Int. Conf. on Soil Dynamics and Earthquake Engineering (11th ICSD) and the 3rd Int. Conf. on Geotechnical Earthquake Engineering, (CD).
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131 • Issue 8 • August 2005
Pages: 1058 - 1059
Copyright
© 2005 ASCE.
History
Published online: Aug 1, 2005
Published in print: Aug 2005
Notes
Note. Associate Editor:
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.