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dc.contributor.authorBinmerdah, Alaa
dc.date.accessioned2018-12-20T14:05:08Z
dc.date.available2018-12-20T14:05:08Z
dc.identifier.urihttp://hdl.handle.net/10222/75058
dc.descriptionMY thesis was to establish chloride transport parameters by using the bulk diffusion test standard in order to estimate the service life. Additionally, using these parameters in chloride models to predict time to corrosion initiation in reinforced concrete bridge decks and, estimate the service life of Upper and Lower Durham bridges in New Brunswick.en_US
dc.description.abstractEstablish chloride transport parameters in order to estimate the service life for Upper and Lower Durham bridges in New Brunswick.en_US
dc.language.isoenen_US
dc.subjectCorrosion of Concrete Structuresen_US
dc.subjectCorrosion Mechanismen_US
dc.subjectChloride Transporten_US
dc.subjectSERVICE LIFEen_US
dc.subjectREINFORCED CONCRETE BRIDGE DECKen_US
dc.subjectCONCRETEen_US
dc.subjectCHLORIDE INGRESSen_US
dc.subjectGround Penetrating Radaren_US
dc.titleSERVICE LIFE PREDICTION OF REINFORCED CONCRETE BRIDGE DECKen_US
dc.date.defence2018-12-13
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.degreeMaster of Applied Scienceen_US
dc.contributor.external-examinerDr. William Phillipsen_US
dc.contributor.graduate-coordinatorDr. Hany EL Naggaren_US
dc.contributor.thesis-readerDr. Mysore Satishen_US
dc.contributor.thesis-supervisorDr. Christopher L. Barnesen_US
dc.contributor.thesis-supervisorDr. Nouman Alien_US
dc.contributor.ethics-approvalReceiveden_US
dc.contributor.manuscriptsNoen_US
dc.contributor.copyright-releaseNoen_US
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