{"id":{"repo_id":"cape-town","oai_identifier":"oai:open.uct.ac.za:11427/5020"},"canonical_url":"https://search.dev.ndltd.org/etd/cape-town/oai:open.uct.ac.za:11427/5020","repository":{"repo_id":"cape-town","name":"University of Cape Town","base_url":"https://open.uct.ac.za/oai/request"},"display":{"title":"Probabilistic modelling for durability design of reinforced concrete structures","abstract":"The purpose of this study was to create a framework for the development of a probabilistic model for durability design of reinforced concrete (RC) structures in South African marine conditions. Durability design of RC structures is mainly concerned with ensuring the ability of the concrete to resist the penetration of aggressive agents during the concrete‘s intended service life. RC structures in the marine environment may be attacked by aggressive chloride ions which penetrate concrete mainly through the diffusion mechanism. The chloride ions accumulate at the steel level and, upon reaching a critical concentration, cause corrosion to initiate which if not intercepted leads to the eventual deterioration of the entire structure.","abstract_html":"The purpose of this study was to create a framework for the development of a probabilistic model for durability design of reinforced concrete (RC) structures in South African marine conditions. Durability design of RC structures is mainly concerned with ensuring the ability of the concrete to resist the penetration of aggressive agents during the concrete‘s intended service life. RC structures in the marine environment may be attacked by aggressive chloride ions which penetrate concrete mainly through the diffusion mechanism. The chloride ions accumulate at the steel level and, upon reaching a critical concentration, cause corrosion to initiate which if not intercepted leads to the eventual deterioration of the entire structure.","abstract_has_math":false,"creators":["Muigai, Rachel Njeri"],"institution":"Department of Civil Engineering","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Moyo, Pilate"],"committee_chairs":[],"committee_members":[],"year":2008,"date_issued":"2008","date_published":"2008","updated_at":"2026-07-22T22:23:12Z","subjects":[],"languages":["eng"],"rights":[],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11427/5020","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Moyo, Pilate"]},{"key":"dc:creator","label":"Author","values":["Muigai, Rachel Njeri"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2014-07-31T10:26:33Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2014-07-31T10:26:33Z"]},{"key":"dc:date.issued","label":"Date","values":["2008"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Department of Civil Engineering"]},{"key":"dc:publisher.institution","label":"Dc Publisher Institution","values":["University of Cape Town"]},{"key":"dc:type","label":"Dc Type","values":["Master Thesis"]},{"key":"dc:type.qualificationlevel","label":"Dc Type Qualificationlevel","values":["Masters"]},{"key":"dc:type.qualificationname","label":"Dc Type Qualificationname","values":["MSc"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["eng"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/11427/5020"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Includes abastract.","Includes bibliographical references."]},{"key":"dc:description.abstract","label":"Abstract","values":["The purpose of this study was to create a framework for the development of a probabilistic model for durability design of reinforced concrete (RC) structures in South African marine conditions. Durability design of RC structures is mainly concerned with ensuring the ability of the concrete to resist the penetration of aggressive agents during the concrete‘s intended service life. RC structures in the marine environment may be attacked by aggressive chloride ions which penetrate concrete mainly through the diffusion mechanism. The chloride ions accumulate at the steel level and, upon reaching a critical concentration, cause corrosion to initiate which if not intercepted leads to the eventual deterioration of the entire structure."]},{"key":"dc:title","label":"Title","values":["Probabilistic modelling for durability design of reinforced concrete structures"]}]}],"canonical_facts":{"dc:contributor.advisor":["Moyo, Pilate"],"dc:creator":["Muigai, Rachel Njeri"],"dc:date.accessioned":["2014-07-31T10:26:33Z"],"dc:date.available":["2014-07-31T10:26:33Z"],"dc:date.issued":["2008"],"dc:description":["Includes abastract.","Includes bibliographical references."],"dc:description.abstract":["The purpose of this study was to create a framework for the development of a probabilistic model for durability design of reinforced concrete (RC) structures in South African marine conditions. 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