Application of Nanosilica with Controlled Particle Size for Performance Enhancement of Cementitious Mixtures

dc.contributor.advisorKhoshnazar, Rahil
dc.contributor.advisorNassar, Nashaat
dc.contributor.authorFarjad, Pegah
dc.contributor.committeememberSleep, Sylvia
dc.contributor.committeememberHassanzadeh, Hassan
dc.date2024-11
dc.date.accessioned2024-09-24T21:24:02Z
dc.date.available2024-09-24T21:24:02Z
dc.date.issued2024-09-19
dc.description.abstractThis study thoroughly investigated the synthesis and application of silica nanoparticles (nanosilica) with controlled sizes to enhance the performance of cementitious mixtures. While nanosilica has been widely studied for its potential to improve cementitious mixture properties, existing studies typically employed commercially available nanosilica with a particular particle size, leaving the effect of particle size variation largely unexplored or resulting in inconsistent or controversial findings regarding its effect on performance. To address this gap, nanosilica were synthesized in-house, enabling precise control over particle size. Techniques such as transmission electron microscopy, dynamic light scattering, ζ-potential, X-ray diffraction, Fourier transform infrared spectroscopy and X-ray photoelectron spectroscopy were employed to characterize the prepared nanosilica samples. The study focused on four distinct particle sizes (10, 35, 65, and 90 nm) to cover the whole range of nanoscale and systematically investigated the compressive strength, hydration, and rheological properties of cement paste incorporating nanosilica at different concentrations of 1, 2 and 3 wt%. Microstructural analyses, including thermogravimetric analysis and quantitative X-ray diffraction, were also conducted on the selected cement pasts incorporating nanosilica to shed light on the mechanisms underlying the performance of nanosilica in the paste. The findings revealed that the smallest particle size of nanosilica (10 nm) provided the highest compressive strength enhancement (over 100% enhancement when used at 2 wt% of cement), surpassing the reported data for the commercially available nanosilica available in the literature. The enhancing effects of the nanosilica particles on the compressive strength of the pastes were less substantial when their particle size increased from 10 to 90 nm. This study provided valuable insights into the effects of nanosilica particle size on the properties of cementitious mixtures, offering a potential pathway for the development of advanced construction materials with superior performance.
dc.identifier.citationFarjad, P. (2024). Application of nanosilica with controlled particle size for performance enhancement of cementitious mixtures (Master's thesis, University of Calgary, Calgary, Canada). Retrieved from https://prism.ucalgary.ca.
dc.identifier.urihttps://hdl.handle.net/1880/119856
dc.identifier.urihttps://dx.doi.org/10.11575/PRISM/47467
dc.language.isoen
dc.publisher.facultySchulich School of Engineering
dc.publisher.institutionUniversity of Calgary
dc.rightsUniversity of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission.
dc.subjectNanosilica
dc.subjectParticle Size
dc.subjectRheological Properties
dc.subjectCompressive Strength
dc.subjectMicrostructure
dc.subjectCement Paste
dc.subjectHydration
dc.subject.classificationEngineering--Civil
dc.subject.classificationEngineering--Chemical
dc.subject.classificationMaterials Science
dc.titleApplication of Nanosilica with Controlled Particle Size for Performance Enhancement of Cementitious Mixtures
dc.typemaster thesis
thesis.degree.disciplineEngineering – Civil
thesis.degree.grantorUniversity of Calgary
thesis.degree.nameMaster of Science (MSc)
ucalgary.thesis.accesssetbystudentI do not require a thesis withhold – my thesis will have open access and can be viewed and downloaded publicly as soon as possible.

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