Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/6162
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dc.contributor.authorChaudhary, Sandeepen_US
dc.date.accessioned2022-03-17T01:00:00Z-
dc.date.accessioned2022-03-21T10:45:42Z-
dc.date.available2022-03-17T01:00:00Z-
dc.date.available2022-03-21T10:45:42Z-
dc.date.issued2020-
dc.identifier.citationMandolia, R., Siddique, S., & Chaudhary, S. (2020). Effect of different hydrophobic treatments on properties of recycled aggregate concrete doi:10.1007/978-981-15-3361-7_9en_US
dc.identifier.issn2366-2557-
dc.identifier.otherEID(2-s2.0-85089593581)-
dc.identifier.urihttps://doi.org/10.1007/978-981-15-3361-7_9-
dc.identifier.urihttps://dspace.iiti.ac.in/handle/123456789/6162-
dc.description.abstractThe rapid infrastructure development in India has given rise to problems regarding management of construction and demolition waste. On the other hand, the negative impact of mining for natural resources has raised serious concerns about the environment. The government of India recognising the need of alternative aggregates for concrete permitted the utilisation of recycled and unconventional aggregates in the production of concrete. Previous studies regarding recycled aggregate concrete have mentioned the detrimental effect of recycled aggregates on concrete durability. The current study was designed to investigate the influence of three different types of hydrophobic treatments on mechanical and durability properties of recycled aggregate concrete. The concrete mix was designed to replace natural coarse aggregate by 10, 20 and 30% of coarse recycled aggregate. The recycled aggregate concrete mixes were subjected to (a) mixing-based treatment (b) aggregate-based treatment (c) surface-based treatment method. It was observed that mixing- and surface-based treatments improved the mechanical (compressive and flexural strength) and durability (acid attack, sulphate attack, chloride attack and DIN permeability) performance of concrete. For aggregate-based treatment, high-quality control was required failing which the durability of concrete was compromised. © 2020, Springer Nature Singapore Pte Ltd.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.sourceLecture Notes in Civil Engineeringen_US
dc.subjectAggregatesen_US
dc.subjectChlorine compoundsen_US
dc.subjectConcrete industryen_US
dc.subjectConcrete mixersen_US
dc.subjectConcrete mixingen_US
dc.subjectConcrete mixturesen_US
dc.subjectConcrete productsen_US
dc.subjectDemolitionen_US
dc.subjectDurabilityen_US
dc.subjectHydrophobicityen_US
dc.subjectMechanical permeabilityen_US
dc.subjectMixingen_US
dc.subjectRecyclingen_US
dc.subjectSulfur compoundsen_US
dc.subjectSurface treatmenten_US
dc.subjectWaste managementen_US
dc.subjectAlternative aggregatesen_US
dc.subjectCompressive and flexural strengthsen_US
dc.subjectConstruction and demolition wasteen_US
dc.subjectDurability of concretesen_US
dc.subjectHydrophobic treatmenten_US
dc.subjectInfrastructure developmenten_US
dc.subjectMechanical and durability propertiesen_US
dc.subjectRecycled aggregate concreteen_US
dc.subjectConcrete aggregatesen_US
dc.titleEffect of Different Hydrophobic Treatments on Properties of Recycled Aggregate Concreteen_US
dc.typeBook Chapteren_US
Appears in Collections:Department of Civil Engineering

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