Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/49656
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dc.contributor.authorFlorencia, Iva
dc.date.accessioned2012-05-23T01:25:22Z
dc.date.available2012-05-23T01:25:22Z
dc.date.copyright2012en_US
dc.date.issued2012
dc.identifier.urihttp://hdl.handle.net/10356/49656
dc.description.abstractAt the present age, several service life models have been developed for estimating life-span of marine concrete structures. There are generally models based on either diffusivity or resistivity theory. Each model comes with different degree of uncertainty and limitations. This has instigated an issue on whether the application of diffusivity or resistivity theory in the existing service life model has been sufficient for estimating life-span of concrete structures subjected to chloride penetration. The purpose of this report is to develop and recommend a suitable service life model for the prediction of life-span of concrete structures subjected to sea water. To investigate the possibility of improving existing models associated with chloride-induced reinforcement corrosion, three existing service life models: a rational model, a combined model and Andrade’s model were analysed and evaluated. To simplify the process of service life prediction, a theoretical model that is based on the existing experimental chloride profile data was also proposed in this study.en_US
dc.format.extent52 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen_US
dc.titleMethods for estimating life-span of concrete structures subjected to sea wateren_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorTeng Susantoen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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