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dc.contributor.authorBrademeyer, Brian Douglas.en_US
dc.date.accessioned2009-01-30T16:21:16Z
dc.date.available2009-01-30T16:21:16Z
dc.date.copyright1975en_US
dc.date.issued1975en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/44219en_US
dc.descriptionThesis: M.S., Massachusetts Institute of Technology, Department of Civil Engineering, 1975en_US
dc.descriptionBibliography: leaf 95.en_US
dc.format.extent146 leavesen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses may be protected by copyright. Please reuse MIT thesis content according to the MIT Libraries Permissions Policy, which is available through the URL provided.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil Engineeringen_US
dc.subject.lcshPavements.en_US
dc.subject.lcshRoads Maintenance and repair.en_US
dc.subject.lcshViscoelasticity.en_US
dc.titleFlexible pavement systems : an analysis of the structural subsystem's deterioration.en_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.identifier.oclc01893905en_US
dc.description.collectionM.S. Massachusetts Institute of Technology, Department of Civil Engineeringen_US
dspace.imported2022-02-10T17:30:57Zen_US


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