The influence of binder type and cracking on reinforcing steel corrosion in concrete

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dc.contributor.advisorAlexander, Mark Gavinen_ZA
dc.contributor.authorScott, Allan Nyeen_ZA
dc.date.accessioned2014-07-31T10:25:20Z
dc.date.available2014-07-31T10:25:20Z
dc.date.issued2004en_ZA
dc.descriptionIncludes bibliography.
dc.description.abstractTwo of the main factors affecting the durability of reinforced concrete structures are the level of chlorides required to initiate corrosion and the subsequent rate of penetration of chloride ions through concrete. The primary focus of the current work is the study of how cement extenders impact on the corrosion characteristics of embedded steel in concrete. The investigation was limited to those materials commonly used in South Africa (slag, fly ash,and condensed silica fume) and performed under laboratory conditions at 30°C.en_ZA
dc.identifier.apacitationScott, A. N. (2004). <i>The influence of binder type and cracking on reinforcing steel corrosion in concrete</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/5001en_ZA
dc.identifier.chicagocitationScott, Allan Nye. <i>"The influence of binder type and cracking on reinforcing steel corrosion in concrete."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2004. http://hdl.handle.net/11427/5001en_ZA
dc.identifier.citationScott, A. 2004. The influence of binder type and cracking on reinforcing steel corrosion in concrete. University of Cape Town.en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Scott, Allan Nye AB - Two of the main factors affecting the durability of reinforced concrete structures are the level of chlorides required to initiate corrosion and the subsequent rate of penetration of chloride ions through concrete. The primary focus of the current work is the study of how cement extenders impact on the corrosion characteristics of embedded steel in concrete. The investigation was limited to those materials commonly used in South Africa (slag, fly ash,and condensed silica fume) and performed under laboratory conditions at 30°C. DA - 2004 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 2004 T1 - The influence of binder type and cracking on reinforcing steel corrosion in concrete TI - The influence of binder type and cracking on reinforcing steel corrosion in concrete UR - http://hdl.handle.net/11427/5001 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/5001
dc.identifier.vancouvercitationScott AN. The influence of binder type and cracking on reinforcing steel corrosion in concrete. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2004 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/5001en_ZA
dc.language.isoengen_ZA
dc.publisher.departmentDepartment of Civil Engineeringen_ZA
dc.publisher.facultyFaculty of Engineering and the Built Environment
dc.publisher.institutionUniversity of Cape Town
dc.subject.otherCivil Engineeringen_ZA
dc.titleThe influence of binder type and cracking on reinforcing steel corrosion in concreteen_ZA
dc.typeDoctoral Thesis
dc.type.qualificationlevelDoctoral
dc.type.qualificationnamePhDen_ZA
uct.type.filetypeText
uct.type.filetypeImage
uct.type.publicationResearchen_ZA
uct.type.resourceThesisen_ZA
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