SERVICE LIFE PREDICTION OF REINFORCED CONCRETE BRIDGE DECK
| dc.contributor.author | Binmerdah, Alaa | |
| dc.contributor.copyright-release | No | en_US |
| dc.contributor.degree | Master of Applied Science | en_US |
| dc.contributor.department | Department of Civil Engineering | en_US |
| dc.contributor.ethics-approval | Received | en_US |
| dc.contributor.external-examiner | Dr. William Phillips | en_US |
| dc.contributor.graduate-coordinator | Dr. Hany EL Naggar | en_US |
| dc.contributor.manuscripts | No | en_US |
| dc.contributor.thesis-reader | Dr. Mysore Satish | en_US |
| dc.contributor.thesis-supervisor | Dr. Christopher L. Barnes | en_US |
| dc.contributor.thesis-supervisor | Dr. Nouman Ali | en_US |
| dc.date.accessioned | 2018-12-20T14:05:08Z | |
| dc.date.available | 2018-12-20T14:05:08Z | |
| dc.date.defence | 2018-12-13 | |
| dc.date.issued | 2018-12-20T14:05:08Z | |
| dc.description | MY 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.abstract | Establish chloride transport parameters in order to estimate the service life for Upper and Lower Durham bridges in New Brunswick. | en_US |
| dc.identifier.uri | http://hdl.handle.net/10222/75058 | |
| dc.language.iso | en | en_US |
| dc.subject | Corrosion of Concrete Structures | en_US |
| dc.subject | Corrosion Mechanism | en_US |
| dc.subject | Chloride Transport | en_US |
| dc.subject | SERVICE LIFE | en_US |
| dc.subject | REINFORCED CONCRETE BRIDGE DECK | en_US |
| dc.subject | CONCRETE | en_US |
| dc.subject | CHLORIDE INGRESS | en_US |
| dc.subject | Ground Penetrating Radar | en_US |
| dc.title | SERVICE LIFE PREDICTION OF REINFORCED CONCRETE BRIDGE DECK | en_US |
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