Research Article
Feb 1977
Effects of Sample Preparation on Sand Liquefaction
Authors: J. Paul Mulilis, AM.ASCE, H. Bolton Seed, M.ASCE, Clarence K. Chan, M.ASCE, James K. Mitchell, F.ASCE, and Kandiah Arulanandan, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 2
Abstract
Since the pioneering work of Seed and Lee (32), the potential for liquefaction of saturated sands under seismic loading conditions has been carefully considered by many investigators. Typical of these investigations is the laboratory determination of cyclic strength of sands by means of cyclic triaxial tests (3,14,19,20,2 1, 31,35,37,38, 41, 42), cyclic simple shear tests (8,10,28,34), cyclic torsional shear tests (6, 11, 12, 13,44,45), and shaking table tests (5,7,9,30,33,36,40,43).
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Published In
Journal of the Geotechnical Engineering Division
Volume 103 • Issue 2 • February 1977
Pages: 91 - 108
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Feb 1977
Published online: Feb 11, 2021
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Authors
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J. Paul Mulilis, AM.ASCE
Research Engr., Waterways Experiment Station, Vicksburg, Miss
H. Bolton Seed, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif
Clarence K. Chan, M.ASCE
Research Engr., Univ. of California, Berkeley, Calif
James K. Mitchell, F.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif
Kandiah Arulanandan, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Davis, Calif
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