DISCUSSIONS AND CLOSURES
Feb 1, 1988

Discussion of “Liquefaction Evaluation Procedure” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6)

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Publication: Journal of Geotechnical Engineering
Volume 114, Issue 2
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References

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Bishop, A. W. (1971). “Shear strength parameters for undisturbed and remoulded soil specimens.” Proc. Roscoe Memorial Symp., Cambridge University, 3–58.
2.
De Alba, P., Seed, H. B., and Chan, C. K. (1976). “Sand liquefaction in large‐scale simple shear tests.” J. Geotech. Engrg. Div., ASCE, 102(9), 909–927.
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Hanzawa, H. (1980). “Undrained strength and stability analysis for a quick sand.” Soils and Foundations, Japanese Soc. of Soil Mech. and Found. Engrg., 20(2), 17–29.
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Healy, K. A. (1963). “The dependence of dilation in sand on rate of shear strain,” thesis presented to the Massachusetts Institute of Technology, Cambridge, Mass., in partial fulfillment of the requirements for the degree of Doctor of Science.
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Ishihara, K., and Li, S.‐I. (1972). “Liquefaction of saturated sand in triaxial torsion shear test.” Soils and Foundations, Japanese Soc. of Soil Mech. and Found. Engrg., 12(2), 19–39.
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Miura, S., Toki, S., and Tanizawa, F. (1984). “Cone penetration characteristics and its correlation to static and cyclic deformation strength behavior of anisotropic sand.” Soils and Foundations, Japanese Soc. For Soil Mech. and Found. Engrg., 24(2), 58–74.
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Seed, H. B., and Lee, K. L. (1966). “Liquefaction of saturated sands during cyclic loading.” J. Soil Mech. Found. Div., ASCE, 92(6), 105–134.
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Seed, H. B., and Lundgren, R. (1954). “Investigation of the effect of transient loading on the strength and deformation characteristics of saturated sands.” Proc., American Society for Testing and Materials, 54, 1288–1306.
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Selig, E. T., and Chang, C. S. (1981). “Soil failure modes in undrained cyclic loading.” J. Geotech. Engrg. Div., ASCE, 107(5), 539–551.
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Symes, M. P. R., Gens, A., and Hight, D. W. (1984). “Undrained anisotropy and principal stress rotation in saturated sand.” Geotechnique, London, England, 34(1), 11–27.
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Tatsuoka, F., Muramatsu, M., and Sasaki, T. (1982). “Cyclic undrained stress‐strain behavior of dense sands by torsional simple shear test.” Soils and Foundations, Japanese Soc. of Soil Mech. and Found. Engrg., 22(2), 55–70.
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Youd, T. L., and Craven, T. N. (1975). “Lateral stress in sands during cyclic loading.” J. Geotech. Engrg. Div., ASCE, 101(2), 217–221.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 114Issue 2February 1988
Pages: 232 - 236

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Published online: Feb 1, 1988
Published in print: Feb 1988

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A. Alarcon, Student Member, ASCE
Grad. Res. Asst., School of Civ. Engrg., Purdue Univ., W. Lafayette, IN 47907
G. A. Leonards, Fellow, ASCE
Prof., School of Civ. Engrg., Purdue Univ., W. Lafayette, IN 47907

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