FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3133098739> ?p ?o ?g. }

• W3133098739 endingPage "2029" @default.
• W3133098739 startingPage "2015" @default.
• W3133098739 abstract "Geopolymer concrete (GPC) is an innovative and eco-friendly construction material. In the experimental investigation, examine the effect of ground granulated blast furnace slag (GGBFS) in the GPC by replacing the fly ash in the various ratios in the different mix design. Fly ash/GGBFS as 100/0, 75/25, 50/50, and 25/75 respectively rate by weight percentage taken in the mix design. All the mix designs specimens cured in two types are ambient-cured and oven-cured at 80°C for 24 h after the demolding of the samples, and both types samples tests at 7, 14, 28, 42 and 56 days for strength (compressive, splitting tensile, flexural strength) and non-destructive (rebound strength and ultrasonic pulse velocity [UPV]). Examine the density, Poisson ratio and modulus of elasticity of the all mix designs samples of both types of cured specimens at 28 days after the casting. Geopolymer bonding formation is amorphous or crystalline in the bonding mineral components analyzed by the X-ray diffraction test. Examine the thermal stability of the geopolymer bond paste after the gaining strength up to the 850°C by increases the temperature 10°C per minute gradually in the thermogravimetric analysis after the 28 days of casting after the experimental investigation results indicate that the ambient-cured samples got less engineering strength as compared to the oven-cured samples. However, in both cured samples, the mix has a ratio of 75/25 of fly ash/GGBFS as binding material got higher mechanical strength than other mixes. In the GPC mix design, the GGBFS 25% by weight of binder with fly ash has instantly increased the strength. However, after the increase of replacement of GGBFS with the flyash slightly decreases the strength of the mix designs. The rebound hammer test strength was marginally higher than the same mix designs specimens destructive compressive strength. UPV shows the similar trends of the graph of ambient-cured and oven cured to the rebound strength. The oven-cured specimens show a higher UPV compared to the ambient-cured specimens. The ambient-cured sample has a higher density compared to the oven-cured GPC specimens of different mix designs. Still, in both cured samples, mix design samples of 75/25 fly ash/GGBFS ratio got the average maximum density. The Poisson ratio of the ambient-cured GPC specimens is slightly excessive than oven-cured specimens. Still, the modulus of elasticity of the GPC mix designs is higher for the oven-cured samples. Weight loss of the specimens occurs at the elevation of temperature with the rise in the content of GGBFS in the mix gradually up to the 850°C, but in oven-cured samples, the weight loss was slightly excessive compared to the ambient-cured samples. After the experimental results of mechanical properties, propose the relationship equations among the mechanical properties. Relationship between flexural strength and compressive strength, splitting tensile and compressive strength, and modulus of elasticity compressive strength. Proposed equations are , respectively." @default.
• W3133098739 created "2021-03-01" @default.
• W3133098739 creator A5022447549 @default.
• W3133098739 creator A5080023374 @default.
• W3133098739 date "2021-02-18" @default.
• W3133098739 modified "2023-10-02" @default.
• W3133098739 title "Effect of ground granulated blast furnace slag and fly ash ratio and the curing conditions on the mechanical properties of geopolymer concrete" @default.
• W3133098739 cites W1972160050 @default.
• W3133098739 cites W1982638357 @default.
• W3133098739 cites W1983443639 @default.
• W3133098739 cites W1991149850 @default.
• W3133098739 cites W1996017325 @default.
• W3133098739 cites W1999457110 @default.
• W3133098739 cites W2010046354 @default.
• W3133098739 cites W2037038918 @default.
• W3133098739 cites W2043054070 @default.
• W3133098739 cites W2048798797 @default.
• W3133098739 cites W2049037732 @default.
• W3133098739 cites W2065238453 @default.
• W3133098739 cites W2077131751 @default.
• W3133098739 cites W2086269454 @default.
• W3133098739 cites W2098806656 @default.
• W3133098739 cites W2114711884 @default.
• W3133098739 cites W2132758191 @default.
• W3133098739 cites W2323337941 @default.
• W3133098739 cites W2770537891 @default.
• W3133098739 cites W2975558140 @default.
• W3133098739 doi "https://doi.org/10.1002/suco.202000536" @default.
• W3133098739 hasPublicationYear "2021" @default.
• W3133098739 type Work @default.
• W3133098739 sameAs 3133098739 @default.
• W3133098739 citedByCount "32" @default.
• W3133098739 countsByYear W31330987392021 @default.
• W3133098739 countsByYear W31330987392022 @default.
• W3133098739 countsByYear W31330987392023 @default.
• W3133098739 crossrefType "journal-article" @default.
• W3133098739 hasAuthorship W3133098739A5022447549 @default.
• W3133098739 hasAuthorship W3133098739A5080023374 @default.
• W3133098739 hasConcept C112950240 @default.
• W3133098739 hasConcept C132976073 @default.
• W3133098739 hasConcept C159985019 @default.
• W3133098739 hasConcept C16635281 @default.
• W3133098739 hasConcept C178405089 @default.
• W3133098739 hasConcept C192562407 @default.
• W3133098739 hasConcept C2780837464 @default.
• W3133098739 hasConcept C30407753 @default.
• W3133098739 hasConcept C33819350 @default.
• W3133098739 hasConcept C87343466 @default.
• W3133098739 hasConceptScore W3133098739C112950240 @default.
• W3133098739 hasConceptScore W3133098739C132976073 @default.
• W3133098739 hasConceptScore W3133098739C159985019 @default.
• W3133098739 hasConceptScore W3133098739C16635281 @default.
• W3133098739 hasConceptScore W3133098739C178405089 @default.
• W3133098739 hasConceptScore W3133098739C192562407 @default.
• W3133098739 hasConceptScore W3133098739C2780837464 @default.
• W3133098739 hasConceptScore W3133098739C30407753 @default.
• W3133098739 hasConceptScore W3133098739C33819350 @default.
• W3133098739 hasConceptScore W3133098739C87343466 @default.
• W3133098739 hasFunder F4320321634 @default.
• W3133098739 hasIssue "4" @default.
• W3133098739 hasLocation W31330987391 @default.
• W3133098739 hasOpenAccess W3133098739 @default.
• W3133098739 hasPrimaryLocation W31330987391 @default.
• W3133098739 hasRelatedWork W1489956263 @default.
• W3133098739 hasRelatedWork W2258940321 @default.
• W3133098739 hasRelatedWork W2308700497 @default.
• W3133098739 hasRelatedWork W2771219073 @default.
• W3133098739 hasRelatedWork W2885223941 @default.
• W3133098739 hasRelatedWork W2935986490 @default.
• W3133098739 hasRelatedWork W3092983169 @default.
• W3133098739 hasRelatedWork W3120910583 @default.
• W3133098739 hasRelatedWork W3199805444 @default.
• W3133098739 hasRelatedWork W2188431649 @default.
• W3133098739 hasVolume "23" @default.
• W3133098739 isParatext "false" @default.
• W3133098739 isRetracted "false" @default.
• W3133098739 magId "3133098739" @default.
• W3133098739 workType "article" @default.