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Comparison of a 1g and centrifuge model dynamic liquefaction test: Preliminary results

Gibson, A. D. and Scott, R. F. (1995) Comparison of a 1g and centrifuge model dynamic liquefaction test: Preliminary results. In: Earthquake geotechnical engineering. A. A. Balkema , Rotterdam, pp. 773-778. ISBN 90-5410-578-X. https://resolver.caltech.edu/CaltechAUTHORS:20141020-151603983

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Abstract

As part of the examination of a recently-derived scaling relation for 1g laboratory tests, a laminar box for a shake table was constructed and used to contain saturated soil in a model scaled to represent the performance of a previous dynamic centrifuge liquefaction test carried out as part of the VELACS project (Arulanandan and Scott, 1993, 1994). A comparison of the results of the 1g and centrifuge tests was made in a preliminary investigation of the efficacy of the method. Liquefaction developed in both centrifuge and 1g tests.


Item Type:Book Section
Additional Information:© 1995 Balkema. This research has been performed under NSF grant CMS-9321929. The authors are grateful to Dr. C. Astill, the Program Officer at NSF, for his support.
Funders:
Funding AgencyGrant Number
NSFCMS-9321929
Record Number:CaltechAUTHORS:20141020-151603983
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20141020-151603983
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:50575
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:20 Oct 2014 22:22
Last Modified:03 Oct 2019 07:24

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