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dc.rights.licenseRestricted to current Rensselaer faculty, staff and students. Access inquiries may be directed to the Rensselaer Research Libraries.
dc.contributorZeghal, Mourad
dc.contributorDobry, R. (Ricardo), 1922-
dc.contributorZimmie, T. F.
dc.contributorAbdoun, Tarek
dc.contributorDe, Suvranu
dc.contributor.authorMedina, Claudia L.
dc.date.accessioned2021-11-03T10:41:05Z
dc.date.available2021-11-03T10:41:05Z
dc.date.created2007-05-29T14:22:38Z
dc.date.issued2007-05
dc.identifier.urihttps://hdl.handle.net/20.500.13015/3761
dc.descriptionMay 2007
dc.descriptionSchool of Engineering
dc.language.isoENG
dc.publisherRensselaer Polytechnic Institute, Troy, NY
dc.relation.ispartofRensselaer Theses and Dissertations Online Collection
dc.subjectCivil and environmental engineering
dc.titleA micro-mechanical study of the response of unsaturated pendular state granular soils
dc.typeElectronic thesis
dc.typeThesis
dc.digitool.pid5737
dc.digitool.pid5738
dc.digitool.pid5740
dc.digitool.pid5739
dc.digitool.pid5741
dc.rights.holderThis electronic version is a licensed copy owned by Rensselaer Polytechnic Institute, Troy, NY. Copyright of original work retained by author.
dc.description.degreePhD
dc.relation.departmentDept. of Civil and Environmental Engineering


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