The durability of precast concrete elements

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dc.contributor.advisorMackechnie, James Ren_ZA
dc.contributor.advisorAlexander, Mark Gavinen_ZA
dc.contributor.authorRonné, Phillip Deanen_ZA
dc.date.accessioned2014-07-31T10:26:09Z
dc.date.available2014-07-31T10:26:09Z
dc.date.issued2000en_ZA
dc.descriptionBibliography: leaves 69-72.
dc.description.abstractModern fast track construction methods increasingly favour the use of precast concrete elements. Precast box culverts are structurally significant units, subject to an important combination of bridge loadings. Culverts occasionally in contact with water pose a high durability risk. Despite this, the current specifications allow a reduction in cover to reinforcing steel for precast culverts to only 20 mm from at least 40 mm for cast-in-place culverts.en_ZA
dc.identifier.apacitationRonné, P. D. (2000). <i>The durability of precast concrete elements</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/5007en_ZA
dc.identifier.chicagocitationRonné, Phillip Dean. <i>"The durability of precast concrete elements."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2000. http://hdl.handle.net/11427/5007en_ZA
dc.identifier.citationRonné, P. 2000. The durability of precast concrete elements. University of Cape Town.en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Ronné, Phillip Dean AB - Modern fast track construction methods increasingly favour the use of precast concrete elements. Precast box culverts are structurally significant units, subject to an important combination of bridge loadings. Culverts occasionally in contact with water pose a high durability risk. Despite this, the current specifications allow a reduction in cover to reinforcing steel for precast culverts to only 20 mm from at least 40 mm for cast-in-place culverts. DA - 2000 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 2000 T1 - The durability of precast concrete elements TI - The durability of precast concrete elements UR - http://hdl.handle.net/11427/5007 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/5007
dc.identifier.vancouvercitationRonné PD. The durability of precast concrete elements. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2000 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/5007en_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 durability of precast concrete elementsen_ZA
dc.typeMaster Thesis
dc.type.qualificationlevelMasters
dc.type.qualificationnameMScen_ZA
uct.type.filetypeText
uct.type.filetypeImage
uct.type.publicationResearchen_ZA
uct.type.resourceThesisen_ZA
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