Full metadata record
DC FieldValueLanguage
dc.contributor.authorHuang, YTen_US
dc.contributor.authorHuang, ABen_US
dc.contributor.authorKuo, YCen_US
dc.contributor.authorTsai, MDen_US
dc.date.accessioned2014-12-08T15:38:27Z-
dc.date.available2014-12-08T15:38:27Z-
dc.date.issued2004-10-01en_US
dc.identifier.issn0267-7261en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.soildyn.2004.06.013en_US
dc.identifier.urihttp://hdl.handle.net/11536/26340-
dc.description.abstractThe sand deposit in Central Western Taiwan typically contained significant amounts of fines. The assessment of liquefaction potential using the simplified procedure often involved adjustment in field test results to account for the effects of fines. The available fines content (FC) adjustment methods are highly empirical and may lead to very different conclusions. The need and/or level of FC adjustment should be justified based on cyclic behavior of sand and its relationship with fines. This study made an attempt to provide that reference information for a silty sand commonly found in Central Western Taiwan. A series of isotropic consolidation, undrained monotonic and cyclic triaxial tests were conducted on reconstituted Mai Liao Sand (MLS) with various FCs and densities. Concurrent shear wave velocities were measured using bender elements in some of the cyclic triaxial tests. This paper describes the geological background, the laboratory tests and their implications in the assessment of liquefaction potential for MLS. (C) 2004 Published by Elsevier Ltd.en_US
dc.language.isoen_USen_US
dc.subjectsanden_US
dc.subjectcyclic resistanceen_US
dc.subjectfines contenten_US
dc.subjectcritical stateen_US
dc.subjectshear wave velocityen_US
dc.titleA laboratory study on the undrained strength of a silty sand from Central Western Taiwanen_US
dc.typeArticle; Proceedings Paperen_US
dc.identifier.doi10.1016/j.soildyn.2004.06.013en_US
dc.identifier.journalSOIL DYNAMICS AND EARTHQUAKE ENGINEERINGen_US
dc.citation.volume24en_US
dc.citation.issue9-10en_US
dc.citation.spage733en_US
dc.citation.epage743en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000223653500011-
Appears in Collections:Conferences Paper


Files in This Item:

  1. 000223653500011.pdf

If it is a zip file, please download the file and unzip it, then open index.html in a browser to view the full text content.