Effects of Nano Silica and Basalt Fibers on Fly Ash Based Geopolymer Concrete

dc.contributor.authorAbu Bakar, Asif
dc.date.accessioned2021-01-15T19:48:31Z
dc.date.available2021-01-15T19:48:31Z
dc.date.issued2018
dc.description.abstractEmission of carbon dioxide gas has been a source of major concern for the construction industry. To curb this emission, geopolymer concrete has been deemed as a potential alternative in the recent studies. Previous research also indicates that silica and fibers provide strength benefits to ordinary Portland cement concrete OPC. This study was undertaken to recognize the benefits of adding silica and basalt fibers in Class F fly ash based geopolymer concrete and comparing it with OPC concrete. One OPC and four Geopolymer mixtures were prepared. The results show a tremendous potential of using geopolymer concrete in place of OPC concrete with Nano silica proving to be the most advantageous. Nano silica provided 28% increase in compressive strength, 8% increase in resistivity when compared with normal Fly ash based geopolymer concrete. The SEM analysis of geopolymer concrete indicates that nano silica improved the compactness of concrete providing a dense microstructure.en_US
dc.identifier.urihttps://hdl.handle.net/10365/31729
dc.publisherNorth Dakota State Universityen_US
dc.rightsNDSU policy 190.6.2en_US
dc.rights.urihttps://www.ndsu.edu/fileadmin/policy/190.pdfen_US
dc.subjectbasalt fibersen_US
dc.subjectfly ashen_US
dc.subjectgeopolymer concreteen_US
dc.subjectnano silicaen_US
dc.subjectSEM analysisen_US
dc.titleEffects of Nano Silica and Basalt Fibers on Fly Ash Based Geopolymer Concreteen_US
dc.typeThesisen_US
ndsu.advisorSirotiak, Todd
ndsu.collegeEngineeringen_US
ndsu.degreeMaster of Science (MS)en_US
ndsu.departmentConstruction Management and Engineeringen_US

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