FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2000708081> ?p ?o ?g. }

• W2000708081 endingPage "140" @default.
• W2000708081 startingPage "127" @default.
• W2000708081 abstract "Self Compacting Concrete (SCC) is a tailored concrete mix, strongly dependent on the constituent proportions and the physical characteristics of the constituents. In order to achieve the self compacting concrete, mortar phase plays a vital role as it contributes to the active suspension phase of aggregates. High powder content and optimum fine aggregate is required for the desired flowability and stability of mortar. Hence, for accomplishing a self compacting concrete, the design of paste and mortar phase needs to be carefully proportioned. A positive correlation exists between the flow properties of the concrete and the packing density of the mix. The packing density of the cementitious materials plays a key role in deciding the final strength of concrete. Improved packing offers the benefit of reduction in water demand, reduced permeability, reduction in bleeding and reduced porosity of the transition zone. The objective of this study is to design the mortar phase for a self compacting concrete reinforced with glass fibres by applying the concept of particle packing. Design of paste and mortar phase was done based on particle packing approach using Puntke test. Initially the powder content (cement and slag) was arrived based on Puntke test and the optimum addition of slag was determined with the slag activity index. The super plasticizer dosage was fixed by performing flow studies using Marsh cone test and the fine aggregate content was established by Puntke Test. The selected powder to fine aggregate content established by particle packing method was taken for mini slump studies and further the optimization of glass fibres content is determined. The outcome of the current study exposed the possibility of obtaining a self compacting mortar incorporating glass fibres which in turn useful for designing the self-compacting concrete." @default.
• W2000708081 created "2016-06-24" @default.
• W2000708081 creator A5021806119 @default.
• W2000708081 creator A5085012312 @default.
• W2000708081 date "2014-04-18" @default.
• W2000708081 modified "2023-10-17" @default.
• W2000708081 title "Particle Packing Approach for Designing the Mortar Phase of Self Compacting Concrete" @default.
• W2000708081 cites W1967798800 @default.
• W2000708081 cites W1990140341 @default.
• W2000708081 cites W1998962566 @default.
• W2000708081 cites W2008221283 @default.
• W2000708081 cites W2047601566 @default.
• W2000708081 cites W2049827841 @default.
• W2000708081 cites W2061214524 @default.
• W2000708081 cites W2075561123 @default.
• W2000708081 cites W2081511204 @default.
• W2000708081 cites W2119981960 @default.
• W2000708081 cites W2147721826 @default.
• W2000708081 cites W2149103534 @default.
• W2000708081 cites W2167590037 @default.
• W2000708081 cites W2170338342 @default.
• W2000708081 cites W2471602427 @default.
• W2000708081 cites W2014476162 @default.
• W2000708081 cites W2185312963 @default.
• W2000708081 doi "https://doi.org/10.4186/ej.2014.18.2.127" @default.
• W2000708081 hasPublicationYear "2014" @default.
• W2000708081 type Work @default.
• W2000708081 sameAs 2000708081 @default.
• W2000708081 citedByCount "8" @default.
• W2000708081 countsByYear W20007080812018 @default.
• W2000708081 countsByYear W20007080812019 @default.
• W2000708081 countsByYear W20007080812020 @default.
• W2000708081 countsByYear W20007080812023 @default.
• W2000708081 crossrefType "journal-article" @default.
• W2000708081 hasAuthorship W2000708081A5021806119 @default.
• W2000708081 hasAuthorship W2000708081A5085012312 @default.
• W2000708081 hasBestOaLocation W20007080811 @default.
• W2000708081 hasConcept C111368507 @default.
• W2000708081 hasConcept C121332964 @default.
• W2000708081 hasConcept C127313418 @default.
• W2000708081 hasConcept C127413603 @default.
• W2000708081 hasConcept C130767629 @default.
• W2000708081 hasConcept C159985019 @default.
• W2000708081 hasConcept C192562407 @default.
• W2000708081 hasConcept C2778517922 @default.
• W2000708081 hasConcept C44280652 @default.
• W2000708081 hasConcept C62520636 @default.
• W2000708081 hasConcept C66938386 @default.
• W2000708081 hasConceptScore W2000708081C111368507 @default.
• W2000708081 hasConceptScore W2000708081C121332964 @default.
• W2000708081 hasConceptScore W2000708081C127313418 @default.
• W2000708081 hasConceptScore W2000708081C127413603 @default.
• W2000708081 hasConceptScore W2000708081C130767629 @default.
• W2000708081 hasConceptScore W2000708081C159985019 @default.
• W2000708081 hasConceptScore W2000708081C192562407 @default.
• W2000708081 hasConceptScore W2000708081C2778517922 @default.
• W2000708081 hasConceptScore W2000708081C44280652 @default.
• W2000708081 hasConceptScore W2000708081C62520636 @default.
• W2000708081 hasConceptScore W2000708081C66938386 @default.
• W2000708081 hasIssue "2" @default.
• W2000708081 hasLocation W20007080811 @default.
• W2000708081 hasLocation W20007080812 @default.
• W2000708081 hasOpenAccess W2000708081 @default.
• W2000708081 hasPrimaryLocation W20007080811 @default.
• W2000708081 hasRelatedWork W2051270029 @default.
• W2000708081 hasRelatedWork W2056831688 @default.
• W2000708081 hasRelatedWork W2082293200 @default.
• W2000708081 hasRelatedWork W2137307547 @default.
• W2000708081 hasRelatedWork W2380293314 @default.
• W2000708081 hasRelatedWork W2943188944 @default.
• W2000708081 hasRelatedWork W3008690834 @default.
• W2000708081 hasRelatedWork W3082440218 @default.
• W2000708081 hasRelatedWork W4242480814 @default.
• W2000708081 hasRelatedWork W4285802202 @default.
• W2000708081 hasVolume "18" @default.
• W2000708081 isParatext "false" @default.
• W2000708081 isRetracted "false" @default.
• W2000708081 magId "2000708081" @default.
• W2000708081 workType "article" @default.