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dc.contributor.authorLiou, JCen_US
dc.contributor.authorPan, YWen_US
dc.date.accessioned2014-12-08T15:40:11Z-
dc.date.available2014-12-08T15:40:11Z-
dc.date.issued2003-11-01en_US
dc.identifier.issn0363-9061en_US
dc.identifier.urihttp://dx.doi.org/10.1002/nag.316en_US
dc.identifier.urihttp://hdl.handle.net/11536/27442-
dc.description.abstractThis study attempted to investigate the fabric evolution in K-0 loading/unloading. The work made use of a field simulator to control K-0 loading/unloading in large specimens prepared by air-pluviation. In each loading stage, wave velocities along various propagation directions were measured. On the basis of the theories of micro-mechanics and wave propagation, the microscopic parameters of the granular assembly were back calculated to investigate the fabric evolution of granular soil during K-0 loading/unloading. In this study, the Geometric fabric was modelled by fabric tensors of ranks 2 and 4. The comparison of calibrated results using ranks 2 and 4 revealed the advantage of the usage of rank-4 fabric tensor in modelling fabric evolution in spite of its complexity. By comparing relative magnitudes of vertical and horizontal components of geometric fabric, it was demonstrated that relative constraint in lateral directions increased during K-0-unloading in order to maintain a K-0 condition. It revealed that fabric evolution was responsible for a higher K-0 in unloading than K-0 in loading. Copyright (C) 2003 John Wiley Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.subjectfabric evolutionen_US
dc.subjectK-0 conditionen_US
dc.subjectgranular assemblyen_US
dc.subjectmicromechanicsen_US
dc.subjectfabric tensoren_US
dc.subjectwave propagationen_US
dc.titleFabric evolution of granular assembly under K-0 loading/unloadingen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/nag.316en_US
dc.identifier.journalINTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICSen_US
dc.citation.volume27en_US
dc.citation.issue13en_US
dc.citation.spage1099en_US
dc.citation.epage1122en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000186384700001-
dc.citation.woscount2-
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