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Utilization of pelletized slags

dc.contributor.advisorEmery, John J.en_US
dc.contributor.authorGupta, Prakash Rameshen_US
dc.contributor.departmentEngineeringen_US
dc.date.accessioned2014-06-18T16:44:08Z
dc.date.available2014-06-18T16:44:08Z
dc.date.created2011-03-23en_US
dc.date.issued1976-11en_US
dc.description.abstract<p>The utilization of various pelletized slags (Phosphorus, Finnish and Local Iron Blast-Furnace) in a base stabilization process and for autoclaved block manufacture was studied. For the limited number of slags considered, no clear strength development-hydraulic moduli relationship was found. A pelletized phosphorus slag was considered, but due to the adverse influence of minor constituents such as fluorine, satisfactory product strengths were not achieved. Finnish iron blast-furnace pelletized slags were considered for base stabilization, but unlike the local DOFASCO pelletized slags, do not exhibit adequate hydraulicity without activation. For the DOFASCO pelletized slags, it has been determined that field curing and durability of ground pelletized slag stabilized bases will be satisfactory. The feasibility of autoclaving masonry block using ground pelletized DOFASCO slag as both cementitious component and aggregate has been demonstrated.</p>en_US
dc.description.degreeDoctor of Philosophy (PhD)en_US
dc.identifier.otheropendissertations/3998en_US
dc.identifier.other5015en_US
dc.identifier.other1896268en_US
dc.identifier.urihttp://hdl.handle.net/11375/8825
dc.subjectEngineeringen_US
dc.subjectEngineeringen_US
dc.titleUtilization of pelletized slagsen_US
dc.typethesisen_US

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