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DC FieldValueLanguage
dc.contributorFaculty of Construction and Environmenten_US
dc.contributor.advisorDai, Jian-guo (CEE)-
dc.creatorXue, Zhihang-
dc.identifier.urihttps://theses.lib.polyu.edu.hk/handle/200/9027-
dc.languageEnglishen_US
dc.publisherHong Kong Polytechnic University-
dc.rightsAll rights reserveden_US
dc.titleThe structural behavior of steel reinforced slag-fly ash based geopolymer concrete slaben_US
dcterms.abstractThis project aims to investigate the structural behavior of steel reinforced geopolymer concrete slab. Ordinary Portland Concrete (OPC) has become the most mature and dominant material used for construction. Its high compressive strength, proper workability, good durability and relatively low price are all characteristics praised in construction practice. However, there are several problems of OPC with the main disadvantage as a significant contributor for the greenhouse gas. Geopolymer concrete (GPC) is a relative new material, which uses industrial byproducts such as slag and fly ash to replace 100% of cement. This project consisted of experimental and analytical study on the material mechanical property and structural behavior of GPC slabs. The main experiments consisted two parts: pull-out test performed on both OPC and GPC specimen; slab bending test. Firstly, 24 specimens were prepared to conduct the pull-out test to investigate the bond-slip behavior between GPC and steel bar. Secondly, two steel reinforced OPC slabs and two steel reinforced GPC slabs were performed to study the flexural behavior by four-point bending flexural test. The test results suggested that structural behavior of GPC was similar with that of OPC and the practice codes (GB 50010-2002 and ACI 318) were available to theoretical analysis and design of geopolymer concrete.en_US
dcterms.extentxii, 80 pages : color illustrationsen_US
dcterms.isPartOfPolyU Electronic Thesesen_US
dcterms.issued2016en_US
dcterms.educationalLevelM.Sc.en_US
dcterms.educationalLevelAll Masteren_US
dcterms.LCSHHong Kong Polytechnic University -- Dissertationsen_US
dcterms.LCSHConcrete slabsen_US
dcterms.LCSHReinforced concrete constructionen_US
dcterms.LCSHPolymer-impregnated concrete -- estingen_US
dcterms.accessRightsrestricted accessen_US

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Please use this identifier to cite or link to this item: https://theses.lib.polyu.edu.hk/handle/200/9027