Comparative Study Of Conventional Concrete With The Replacement Of OPC With GGBS As Mineral Admixture Using Chemical Admixture

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dc.contributor.authorGatham S, Sogalkar
dc.contributor.authorPrajwal Joshua, Jose
dc.contributor.authorRoopitha, Angeline
dc.date.accessioned2015-12-29T11:30:24Z
dc.date.available2015-12-29T11:30:24Z
dc.date.issued2015-12-29T11:30:24Z
dc.description.abstractThe project presents the usage of Mineral admixtures (GGBS) and chemical admixtures (Poly Carboxylic Ether, Sulphonated Napthalene Formaldehyde and Glenium) with the replacement of OPC and comparing the same with the conventional concrete for the determination of strength parameters of concrete, of the three used chemical admixtures such as PCE, SNF and Glenium. A lot of research has been done on replacement of OPC with GGBS. However the amount of research conducted on replacement of both GGBS and chemical admixtures are quite less. In this project, comparing Compressive Strength of concrete with the replacement of Ground Granulated Blast Furnace Slag (GGBS) as Mineral Admixture of 60%, 70% and 80% of Cement in concrete and Poly Carboxylic Ether (PCE), Sulphonated Napthalene Formaldehyde (SNF) and Glenium at varying proportions. 1. Compressive Strength – 72 No. of cubes of 150mm*150mm*150mm. ( 2 cubes each for 3 days, 7days , 28 days curing period for 12 design mixes ) 2. Split Tensile Strength - 24 No. of cylinders of 150mm*300mm ( 2 cylinders each for 28 days curing for 12 design mixes )en_US
dc.identifier.urihttp://hdl.handle.net/123456789/5540
dc.language.isoenen_US
dc.subjectComparative Study Of Conventional Concrete With The Replacement Of OPC With GGBS As Mineral Admixture Using Chemical Admixtureen_US
dc.subjectGatham S Sogalkaren_US
dc.subjectPrajwal Joshua Joseen_US
dc.subjectRoopitha Angelineen_US
dc.titleComparative Study Of Conventional Concrete With The Replacement Of OPC With GGBS As Mineral Admixture Using Chemical Admixtureen_US
dc.typeThesisen_US
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