Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing

dc.contributor.advisorStokoe, Kenneth H.en
dc.contributor.committeeMemberCox, Brady R.en
dc.creatorWang, Yaning, Ph. D.en
dc.creator.orcid0000-0003-4705-1553en
dc.date.accessioned2015-10-19T19:09:16Zen
dc.date.available2015-10-19T19:09:16Zen
dc.date.issued2015-05en
dc.date.submittedMay 2015en
dc.date.updated2015-10-19T19:09:16Zen
dc.descriptiontexten
dc.description.abstractThe study of the dynamic properties of two specific kinds of granular soils is performed using torsional resonant column testing. The sandy soils are: (1) liquefiable sand from Christchurch, New Zealand, and (2) calcareous sand from Puerto Rico. The effects of isotropic effective confining pressure, shear strain amplitude, void ratio, and total unit weight on the small-strain and nonlinear dynamic properties of both types of sand are presented and discussed. Empirical models from previous studies are examined to determine how well the models fit the test results.en
dc.description.departmentCivil, Architectural, and Environmental Engineeringen
dc.format.mimetypeapplication/pdfen
dc.identifierdoi:10.15781/T27G83en
dc.identifier.urihttp://hdl.handle.net/2152/31784en
dc.language.isoenen
dc.subjectSoilen
dc.subjectDynamicen
dc.subjectShear modulusen
dc.subjectDamping ratioen
dc.subjectVoid ratioen
dc.subjectLiquefiable sanden
dc.subjectCalcareous sanden
dc.titleDynamic properties of fine liquefiable sand and calcareous sand from resonant column testingen
dc.typeThesisen
thesis.degree.departmentCivil, Architectural, and Environmental Engineeringen
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorThe University of Texas at Austinen
thesis.degree.levelMastersen
thesis.degree.nameMaster of Science in Engineeringen

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