DSpace logo

Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3624
Full metadata record
DC FieldValueLanguage
dc.contributor.authorBarai, Sudhir Kumar-
dc.date.accessioned2021-11-14T07:48:23Z-
dc.date.available2021-11-14T07:48:23Z-
dc.date.issued2014-11-15-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0959652614007628-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3624-
dc.description.abstractThis paper aims at evaluating effect of incorporation of Nano-Silica as replacement of cement on natural and recycled aggregate concrete using Two-way Analysis of Variance (ANOVA). In this study 3, 7 and 28 d compressive strength, Modulus of Elasticity, Water Absorption, Density, and Volume of voids are considered as responses. Principles of general factorial design is adopted for selection of number of mixes with consideration of Nano-Silica (%) and Recycled Coarse Aggregate (%) as two factors for this study. The ANOVA of test results depicts that these two factors have significant effect on compressive strength, Water Absorption, Density, and Volume of voids. However, the analysis of results indicates that only Recycled Coarse Aggregate (%) has considerable influence on Modulus of Elasticity. Moreover, there are no substantial influences of interaction of two factors on the selected properties of concrete.en_US
dc.language.isoenen_US
dc.publisherElsieveren_US
dc.subjectCivil Engineeringen_US
dc.subjectColloidal Nano-Silicaen_US
dc.subjectCompressive strengthen_US
dc.subjectDesign of experimentsen_US
dc.titleStatistical techniques to analyze properties of nano-engineered concrete using Recycled Coarse Aggregatesen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.