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The investigation into the potential of ceramic waste powder as a pozzolanic material and inert cement filler in concrete

dc.contributor.advisorIkotun, Jacob Olumuyiwa
dc.contributor.advisorBabafemi, Adewumi John
dc.contributor.authorAdedeji, Peace Opeyemi
dc.date.accessioned2026-06-09T08:46:34Z
dc.date.available2026-06-09T08:46:34Z
dc.date.issued2025
dc.descriptionSubmitted in fulfilment of the requirements for the degree of Master of Engineering, Durban University of Technology, Durban, South Africa, 2025.
dc.description.abstractThe construction industry is increasingly seeking sustainable alternatives to Portland cement (PC) due to its high carbon footprint. Ceramic waste powder (CWP) offers potential as either a supplementary cementitious material or an inert filler. However, its role in cement hydration is uncertain due to conflicting reports on its pozzolanic reactivity. This study investigates the potential of CWP as a partial replacement for both pozzolanic material (Ground Granulated Blast Furnace Slag, GGBS) and inert filler (limestone powder, LSP) in concrete. The CWP was incorporated into Portland-slag and Portland-limestone cement blends at varying levels. Its chemical compositions were analysed using X-ray fluorescence (XRF). Scanning electron microscopy with energy dispersive spectroscopy (SEM-EDS), and X-ray diffraction (XRD) were use to better understand its microstructure. Workability (slump), strength, and durability were evaluated at water-binder ratios of 0.45, 0.50, and 0.55. Compressive and splitting tensile strength tests were conducted at 7, 28, 56, and 90 days. Durability performance was determined using the Oxygen Permeability Index (OPI), Water Sorptivity Index (WSI), and Chloride Conductivity Index (CCI). Additionally, SEM analysis was used to examine hydration products, pore distribution, and interfacial transition zones (ITZ) in concrete microstructures. Results indicated that CWP has limited pozzolanic reactivity, leading to lower early-age (7 days) strength compared to GGBS. However, it outperformed LSP in both early-age and long-term strength, as well as in durability. CWP reduced the slump in GGBS mixes, requiring more superplasticizers, but improved the slump in LSP-based mixes. Durability tests confirmed that CWP enhances resistance to permeability, moisture ingress, and chloride penetration. Microstructural analysis revealed improved densification, reduced porosity, and better hydration over time. Compared to LSP, CWP demonstrated similar filler effects but also generated minor secondary hydration products, suggesting partial pozzolanic activity. However, its hydration rate, as indicated by strength development over time, was lower than that of GGBS. Overall, CWP primarily acts as an inert filler with limited pozzolanic reactivity.
dc.description.levelM
dc.format.extent211 p
dc.identifier.doihttps://doi.org/10.51415/10321/6380
dc.identifier.urihttps://hdl.handle.net/10321/6380
dc.language.isoen
dc.subjectCeramic Waste Powder (CWP)
dc.subjectSupplementary Cementitious Materials
dc.subjectPozzolanic Reactivity
dc.subjectConcrete Technology
dc.subjectPortland Cement
dc.subjectGround Granulated Blast Furnace Slag (GGBS)
dc.subjectLimestone Powder (LSP)
dc.subjectSustainable Construction
dc.subjectWaste Valorisation
dc.subjectCement Replacement
dc.subjectConcrete Durability
dc.subjectOxygen Permeability Index
dc.subjectWater Sorptivity Index
dc.subjectChloride Conductivity Index
dc.subjectConcrete Microstructure
dc.subjectSEM-EDS
dc.subjectXRD
dc.subjectCircular Economy
dc.subjectGreen Concrete
dc.subjectConstruction Materials.
dc.subject.lcshConcrete
dc.subject.lcshPortland cement
dc.subject.lcshConcrete construction
dc.subject.lcshBuilding materials
dc.subject.lcshSustainable construction
dc.titleThe investigation into the potential of ceramic waste powder as a pozzolanic material and inert cement filler in concrete
dc.typeThesis
local.sdgSDG09
local.sdgSDG11
local.sdgSDG12
local.sdgSDG13

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