FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2735781241> ?p ?o ?g. }

• W2735781241 endingPage "420" @default.
• W2735781241 startingPage "412" @default.
• W2735781241 abstract "Extensive growth in the developing countries due to infrastructure development is resulting into massive consumption of concrete thereby increasing the demand on concrete materials. Quite large amounts of fine aggregates are required for concrete in developing countries thus shortages of quality river sand is putting pressure on availability of fine aggregates. To fulfill the high demand of fine aggregates, a search for alternative materials is in process. Stone crushing and processing industry is a large industry which generates large amounts of stone dust and slurry which is a waste produced from this process. Tons of such waste generated has no useful purpose except as landfill material. Some preliminary studies have been conducted into use of marble/ limestone waste for use in concrete [1] [2]. This study aims at using stone dust as partial replacement of sand in concrete to observe its effects on workability and other mechanical properties. This would result in useful consumption of this waste product thereby eliminating environmental issues related to its disposal. Partial replacement of 10% and 20% sand replacement with stone dust is carried out with the use of self-compacting concrete with blended cement. Blended cement used contains 50% rice husk ash and 50% Portland cement. Such high strength SCC with blended cement containing 50% rice husk ash and 50% Portland cement has already been tested to provide better quality concrete [3]. Wide ranging investigations covering most aspects of mechanical behavior and permeability were carried out for various mixes for compressive strengths of 60 MPa & 80 MPa. Compressive strengths of high strength SCC with blended cements and 10% and 20% replacement of sand with stone dust for 60 MPa and 80 MPa were observed to be higher by about 10% to 13% than the control specimen. Higher elastic moduli and reduced permeability were observed along with better sulphate and acid resistance. Better strengths and improved durability of such high strength SCC make it a more acceptable material for major construction projects thereby reducing the burden on environment and use of such waste product for a useful purpose promoting sustainable construction." @default.
• W2735781241 created "2017-07-21" @default.
• W2735781241 creator A5054610530 @default.
• W2735781241 creator A5076065920 @default.
• W2735781241 date "2017-01-01" @default.
• W2735781241 modified "2023-10-18" @default.
• W2735781241 title "Sustainable Construction—Use of Stone Dust as Plasticiser in High Strength SCC with Blended Cement" @default.
• W2735781241 cites W1941987477 @default.
• W2735781241 cites W1986755501 @default.
• W2735781241 cites W2318072775 @default.
• W2735781241 cites W588316838 @default.
• W2735781241 cites W2336513140 @default.
• W2735781241 cites W2741295601 @default.
• W2735781241 doi "https://doi.org/10.4236/wjet.2017.53035" @default.
• W2735781241 hasPublicationYear "2017" @default.
• W2735781241 type Work @default.
• W2735781241 sameAs 2735781241 @default.
• W2735781241 citedByCount "0" @default.
• W2735781241 crossrefType "journal-article" @default.
• W2735781241 hasAuthorship W2735781241A5054610530 @default.
• W2735781241 hasAuthorship W2735781241A5076065920 @default.
• W2735781241 hasBestOaLocation W27357812411 @default.
• W2735781241 hasConcept C127413603 @default.
• W2735781241 hasConcept C159985019 @default.
• W2735781241 hasConcept C191897082 @default.
• W2735781241 hasConcept C192562407 @default.
• W2735781241 hasConcept C2780021121 @default.
• W2735781241 hasConcept C30407753 @default.
• W2735781241 hasConcept C39432304 @default.
• W2735781241 hasConcept C523993062 @default.
• W2735781241 hasConcept C548081761 @default.
• W2735781241 hasConcept C59822182 @default.
• W2735781241 hasConcept C75296557 @default.
• W2735781241 hasConcept C86803240 @default.
• W2735781241 hasConceptScore W2735781241C127413603 @default.
• W2735781241 hasConceptScore W2735781241C159985019 @default.
• W2735781241 hasConceptScore W2735781241C191897082 @default.
• W2735781241 hasConceptScore W2735781241C192562407 @default.
• W2735781241 hasConceptScore W2735781241C2780021121 @default.
• W2735781241 hasConceptScore W2735781241C30407753 @default.
• W2735781241 hasConceptScore W2735781241C39432304 @default.
• W2735781241 hasConceptScore W2735781241C523993062 @default.
• W2735781241 hasConceptScore W2735781241C548081761 @default.
• W2735781241 hasConceptScore W2735781241C59822182 @default.
• W2735781241 hasConceptScore W2735781241C75296557 @default.
• W2735781241 hasConceptScore W2735781241C86803240 @default.
• W2735781241 hasIssue "03" @default.
• W2735781241 hasLocation W27357812411 @default.
• W2735781241 hasOpenAccess W2735781241 @default.
• W2735781241 hasPrimaryLocation W27357812411 @default.
• W2735781241 hasRelatedWork W2529414361 @default.
• W2735781241 hasRelatedWork W2883211930 @default.
• W2735781241 hasRelatedWork W2898592811 @default.
• W2735781241 hasRelatedWork W2943291876 @default.
• W2735781241 hasRelatedWork W2981474735 @default.
• W2735781241 hasRelatedWork W4200614104 @default.
• W2735781241 hasRelatedWork W4290988675 @default.
• W2735781241 hasRelatedWork W2036280558 @default.
• W2735781241 hasRelatedWork W2555003306 @default.
• W2735781241 hasRelatedWork W2560485301 @default.
• W2735781241 hasVolume "05" @default.
• W2735781241 isParatext "false" @default.
• W2735781241 isRetracted "false" @default.
• W2735781241 magId "2735781241" @default.
• W2735781241 workType "article" @default.