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dc.contributor.authorPolito, Carmine Paulen_US
dc.date.accessioned2014-03-14T20:21:07Z
dc.date.available2014-03-14T20:21:07Z
dc.date.issued1999-12-10en_US
dc.identifier.otheretd-122299-125729en_US
dc.identifier.urihttp://hdl.handle.net/10919/30243
dc.description.abstractThe presence of silt and clay particles has long been thought to affect the behavior of a sand under cyclic loading. Unfortunately, a review of studies published in the literature reveals that no clear conclusions can be drawn as to how altering fines content and plasticity actually affects the liquefaction resistance of a sand. In fact, the literature contains what appears to be contradictory evidence. There is a need to clarify the effects of fines content and plasticity on the liquefaction resistance of sandy soils, and to determine methods for accounting for these effects in engineering practice.

In order to help answer these questions, a program of research in the form of a laboratory parametric study intended to clarify the effects which varying fines content and plasticity have upon the liquefaction resistance of sandy sands was undertaken. The program of research consisted of a large number of cyclic triaxial tests performed on two sands with varying quantities of plastic and non-plastic fines. The program of research also examined the applicability of plasticity based liquefaction criteria and the effects of fines content and plasticity on pore pressure generation. Lastly, a review of how the findings of this study may affect the manner in which simplified analyses are performed in engineering practice was made.

The results of the study performed are used to clarify the effects of non-plastic fines content and resolve the majority of the inconsistencies in the literature. The effects of plastic fines content and fines plasticity are shown to be different than has been previously reported. The validity of plasticity based liquefaction criteria is established, the mechanism responsible for their validity is explained, and a new simplified criteria proposed. The effects of fines content and plasticity on pore pressure generation are discussed, and several recommendations are made for implementing the findings of this study into engineering practice.

en_US
dc.publisherVirginia Techen_US
dc.relation.haspartDissertation.pdfen_US
dc.rightsI hereby grant to Virginia Tech or its agents the right to archive and to make available my thesis or dissertation in whole or in part in the University Libraries in all forms of media, now or hereafter known. I retain all proprietary rights, such as patent rights. I also retain the right to use in future works (such as articles or books) all or part of this thesis or dissertation.en_US
dc.subjectSilten_US
dc.subjectLiquefactionen_US
dc.subjectFinesen_US
dc.subjectClayen_US
dc.subjectLiquefaction Criteriaen_US
dc.subjectPore Pressuresen_US
dc.subjectSimplified Procedureen_US
dc.subjectFines Correctionen_US
dc.subjectCyclic Triaxial Testen_US
dc.titleThe Effects Of Non-Plastic and Plastic Fines On The Liquefaction Of Sandy Soilsen_US
dc.typeDissertationen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreePh. D.en_US
thesis.degree.namePh. D.en_US
thesis.degree.leveldoctoralen_US
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen_US
thesis.degree.disciplineCivil Engineeringen_US
dc.contributor.committeechairMartin, James R. IIen_US
dc.contributor.committeememberMitchell, James K.en_US
dc.contributor.committeememberSingh, Mahendra P.en_US
dc.contributor.committeememberBrandon, Thomas L.en_US
dc.contributor.committeememberKuppusamy, Thangaveluen_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-122299-125729/en_US
dc.date.sdate1999-12-22en_US
dc.date.rdate2001-01-20
dc.date.adate2000-01-20en_US


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