Discussion of “Passive Earth Pressure with Critical State Concept” by Yung-Show Fang, Ying-Chieh Ho, and Tsang-Jiang Chen
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Volume 129, Issue 10
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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).
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 129 • Issue 10 • October 2003
Pages: 960
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Sep 15, 2003
Published in print: Oct 2003
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