Discussion of “Passive Earth Pressure with Critical State Concept” by Yung-Show Fang, Ying-Chieh Ho, and Tsang-Jiang Chen
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 129, Issue 10
![First page of PDF](/cms/10.1061/(ASCE)1090-0241(2003)129:10(960)/asset/b908b0b2-9fc5-4b7d-a0ed-d35bf32e4551/assets/(asce)1090-0241(2003)129:10(960).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Brooker, E. W., and Ireland, H. O.(1965). “Earth pressure at rest related to stress history.” Can. Geotech. J., 2, 1–15.
Bellotti, R., Formigoni, G., and Jamiolkowski, M. (1976). “Remarks on the effects of overconsolidation on .” Proc., Instanbul Conf. on Soil Mechanics and Foundations Engineering, Istanbul, Turkey, 1, 17–25.
Feda, J.(1984). “ coefficient of sand in triaxial apparatus.” J. Geotech. Eng. Div., ASCE, 110(GT 4), 519–524.
Hanna, A. M., and Soliman-Saad, N.(2001). “Effect of compaction duration on the induced stress levels in a laboratory prepared sand bed.” Geotech. Eng. J., ASTM, 24(4), 430–438.
Hanna, A. M.(2001). “Determination of plane-strain shear strength of cohesionless materials from the results of triaxial tests.” Can. Geotech. J., 38(6), 1231–1240.
Hanna, A. M., and Ghaly, A. M.(1992). “Effects of and overconsolidation on uplift capacity.” J. Geotech. Eng. Div., ASCE, 118(GT9), 1449–1469.
Hanna, A. M., and Khoury, A. M. (2003). “Passive earth pressure on walls retain overconsilidated sand.” J. Geotech. Geoenviron. Eng. (in press).
Information & Authors
Information
Published In
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Sep 15, 2003
Published in print: Oct 2003
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.