DISCUSSIONS AND CLOSURES
Jun 1, 2001
Flow Failure of Saturated Sand under Simultaneous Monotonic and Cyclic Stresses
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 6
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References
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Barkan, D. ( 1962). “Effects of vibrations on residual soil settlements.” Dynamics of bases and foundations, McGraw-Hill, New York, 54–84.
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Mogami, T., and Kubo, K. ( 1953). “The behavior of soil during vibration.” Proc., 3rd Int. Conf. on Soil Mech. and Found. Engrg., Switzerland, 1, 152–155.
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Sharp, M., Dobry, R., and Ledbetter, R. ( 2000). “Centrifuge research of liquefaction phenomena.” Proc., 12th World Conf. on Earthquake Engrg., Paper 2666.
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Tokue, T. ( 1976). “Characteristics and mechanism of vibratory densification of sand and role of acceleration.” Soils and Found., 16(3), 1–18.
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Towhata, I., Vargas-Monge, W., and Yao, M. ( 1997). “Mechanical properties of loose liquefied sand undergoing lateral flow.” Proc., Int. Symp. on Landslide Haz. Assessment, Xian, China, 57–64.
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Youd, T. (1970). “Densification and shear of sand during vibration.”J. Soil Mech. and Found. Engrg., ASCE, 96(3), 863–880.
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Zhu, F., and Clark, J. ( 1994). “The effect of dynamic loading on lateral stress in sand.” Can. Geotech. J., Ottawa, 31(2), 308–311.
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Published online: Jun 1, 2001
Published in print: Jun 2001
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Authors
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Gonzalo Castro
Fellow, ASCE
Jorge Meneses-Loja
Kenji Ishihara
Ikuo Towhata
Prin., GEI Consultants, Inc., Winchester, MA 01890.
Asst. Sci., Dept. of Struct. Engrg., Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093.
Prof., Dept. of Civ. Engrg., Tokyo Sci. Univ., Tokyo, Japan.
Prof., Dept. of Civ. Engrg., Univ. of Tokyo, Tokyo, Japan.
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