Chapter
Apr 26, 2012
Equivalent Granular State Parameter in Predicting Different Forms of Cyclic Liquefaction Behaviour of Sand with Fines
Authors: Md. A. L. Baki [email protected], M. M. Rahman [email protected], and S. R. Lo [email protected]Author Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
Cyclic liquefaction behaviour of sand with fines at four fines contents under non-symmetrical (about the axis of zero deviator stress) cyclic load was examined. Three forms of cyclic liquefaction behaviour were indentified, namely, cyclic instability, cyclic mobility, and transition behaviour. Experimental evidence showed that the occurrence of these three forms of cyclic liquefaction behaviour can be predicted by the equivalent granular state parameter prior to undrained shearing. Further, the triggering of cyclic instability (with or without stress reversal) can be predicted with the instability curve obtained from monotonic undrained tests.
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Published In
Geo-Frontiers 2011: Advances in Geotechnical Engineering
Pages: 1574 - 1584
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Asymmetry
- Clays
- Cyclic strength
- Engineering fundamentals
- Engineering materials (by type)
- Geomechanics
- Geotechnical engineering
- Granular materials
- Granular soils
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Parameters (statistics)
- Soil liquefaction
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Statistics
- Strength of materials
- Symmetry
Authors
Affiliations
Ph.D. Candidate, School of Engineering and Information Technology, University of New South Wales at Australian Defence Force Academy, Canberra, Australia-2600.E-mail: [email protected]
Department of CNRE, University of Canterbury, Christchurch, New Zealand 8140; and SNBE, University of South Australia.E-mail: [email protected]
Associate Professor, SEIT, UNSW@ADFA, Canberra, Australia-2600.E-mail: [email protected]
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