Closure to “Liquefaction Evaluation Procedure” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 114, Issue 2
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References
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Casagrande, A. (1949). Discussion of “Excavation of slopes in the panama canal,” by W. V. Binger and T. F. Thompson. Trans., ASCE, 114, 870–874.
2.
Casagrande, A. (1976). “Liquefaction and cyclic deformation of sands—a critical review.” 5th Panamerican Conf. on Soil Mech. and Found. Engrg., Buenos Aires, Argentina, Nov.
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Castro, G. (1987). “On the behavior of soils during earthquakes—liquefaction.” 3rd Internat. Conf. on Soil Dynamics and Earthquake Engrg. Princeton, N.J., Jun.
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Castro, G., and Christian, J. T. (1976). “Shear strength of soils and cyclic loading.” J. Geotech. Engrg. Div., ASCE, 102(9), 887–894.
5.
Dobry, R., Mohamad, Dakoulas, P., and Gazetas, G. (1984). “Liquefaction evaluations of earth dams—a new approach.” Proc. 8th World Conf. on Earthquake Engrg., vol. 3, Prentice Hall, Englewood Cliffs, N.J., 333–348.
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Poulos, S. J., Robinsky, E. I., and Keller, T. O. (1985). “Liquefaction resistance of thickened tailings.” J. Geotech. Engrg., ASCE, 111(12), 1380–1394.
7.
Skempton, A. W. (1974). “Long‐term stability of clay slopes.” Geotechnique, London, England, 14(2), 77–101.
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Copyright © 1988 ASCE.
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Published online: Feb 1, 1988
Published in print: Feb 1988
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