FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4303475925> ?p ?o ?g. }

• W4303475925 endingPage "11" @default.
• W4303475925 startingPage "1" @default.
• W4303475925 abstract "Construction recycled material is crucial for protecting natural resources and promoting sustainable human development in a rapidly industrializing world. Many administrations worldwide accepted that it is beneficial to use demolition waste in the concrete building industry to reduce manufacturing costs and minimize the use of virgin aggregates. However, control measures should be done as their mechanical properties are poorer than traditional aggregates. To overcome this problem, pozzolanic materials like bone chine can be incorporated, providing extra CSH gel, which improves mechanical strength. Therefore, this research is aimed at producing eco-friendly concrete, which can be used for medium-grade strength, using recycled construction waste (RCA) as coarse and bone china fine aggregate (BCA) as fine aggregate. Workability, density, compressive, split tensile, and flexural strength are used to compare the fresh and hardened properties of the concrete. Experimental and statistical research is employed in the current study to evaluate the impact of RCA and BCA on the performance of concrete. To simulate all measurable responses, including workability, density, compressive, flexural, and split strength, RSM (response surface methodology) was utilized. The CCD (Central Composite Design) approach in RSM was used to create and analyze mixes in an experiment. Based on the experiment’s results, mathematical models were designed and assessed using the analysis of variance test (ANOVA). The analysis of variance results demonstrated the statistical significance of each constructed model. Three-dimensional response surface plots created using established regression models were used to investigate the interaction between the respective variables and to optimize the mixing ratio. The results indicate that the optimum utilization of RCA is up to 40% and BCA up to 60% as coarse and fine aggregate replacement in concrete, respectively, which not only helps to reduce costs but also offers sustainability. Finally, it was concluded that the generated models might be employed by obtaining the maximum tested features of concrete to assure a quick mix design approach. To conduct the microstructure study, thin section techniques were used to observe a strong aggregate-matrix interaction." @default.
• W4303475925 created "2022-10-08" @default.
• W4303475925 creator A5014961172 @default.
• W4303475925 creator A5042798145 @default.
• W4303475925 creator A5067116171 @default.
• W4303475925 date "2022-10-07" @default.
• W4303475925 modified "2023-10-18" @default.
• W4303475925 title "Optimization and Prediction of Concrete with Recycled Coarse Aggregate and Bone China Fine Aggregate Using Response Surface Methodology" @default.
• W4303475925 cites W2040941039 @default.
• W4303475925 cites W2056286399 @default.
• W4303475925 cites W2064008641 @default.
• W4303475925 cites W2167707108 @default.
• W4303475925 cites W2346510117 @default.
• W4303475925 cites W2569184261 @default.
• W4303475925 cites W2791625922 @default.
• W4303475925 cites W2801369638 @default.
• W4303475925 cites W2809102603 @default.
• W4303475925 cites W2958148347 @default.
• W4303475925 cites W3002017236 @default.
• W4303475925 cites W3135863717 @default.
• W4303475925 cites W4292528784 @default.
• W4303475925 cites W4293768924 @default.
• W4303475925 cites W4294351384 @default.
• W4303475925 doi "https://doi.org/10.1155/2022/2264457" @default.
• W4303475925 hasPublicationYear "2022" @default.
• W4303475925 type Work @default.
• W4303475925 citedByCount "0" @default.
• W4303475925 crossrefType "journal-article" @default.
• W4303475925 hasAuthorship W4303475925A5014961172 @default.
• W4303475925 hasAuthorship W4303475925A5042798145 @default.
• W4303475925 hasAuthorship W4303475925A5067116171 @default.
• W4303475925 hasBestOaLocation W43034759251 @default.
• W4303475925 hasConcept C112950240 @default.
• W4303475925 hasConcept C119857082 @default.
• W4303475925 hasConcept C127413603 @default.
• W4303475925 hasConcept C150077022 @default.
• W4303475925 hasConcept C159985019 @default.
• W4303475925 hasConcept C178405089 @default.
• W4303475925 hasConcept C192562407 @default.
• W4303475925 hasConcept C21880701 @default.
• W4303475925 hasConcept C2781191127 @default.
• W4303475925 hasConcept C30407753 @default.
• W4303475925 hasConcept C41008148 @default.
• W4303475925 hasConcept C4679612 @default.
• W4303475925 hasConcept C92397422 @default.
• W4303475925 hasConceptScore W4303475925C112950240 @default.
• W4303475925 hasConceptScore W4303475925C119857082 @default.
• W4303475925 hasConceptScore W4303475925C127413603 @default.
• W4303475925 hasConceptScore W4303475925C150077022 @default.
• W4303475925 hasConceptScore W4303475925C159985019 @default.
• W4303475925 hasConceptScore W4303475925C178405089 @default.
• W4303475925 hasConceptScore W4303475925C192562407 @default.
• W4303475925 hasConceptScore W4303475925C21880701 @default.
• W4303475925 hasConceptScore W4303475925C2781191127 @default.
• W4303475925 hasConceptScore W4303475925C30407753 @default.
• W4303475925 hasConceptScore W4303475925C41008148 @default.
• W4303475925 hasConceptScore W4303475925C4679612 @default.
• W4303475925 hasConceptScore W4303475925C92397422 @default.
• W4303475925 hasLocation W43034759251 @default.
• W4303475925 hasLocation W43034759252 @default.
• W4303475925 hasOpenAccess W4303475925 @default.
• W4303475925 hasPrimaryLocation W43034759251 @default.
• W4303475925 hasRelatedWork W1612541485 @default.
• W4303475925 hasRelatedWork W2080044089 @default.
• W4303475925 hasRelatedWork W2135419995 @default.
• W4303475925 hasRelatedWork W2899473529 @default.
• W4303475925 hasRelatedWork W3023728274 @default.
• W4303475925 hasRelatedWork W3108503781 @default.
• W4303475925 hasRelatedWork W3112143846 @default.
• W4303475925 hasRelatedWork W3192046329 @default.
• W4303475925 hasRelatedWork W4205448408 @default.
• W4303475925 hasRelatedWork W4289538662 @default.
• W4303475925 hasVolume "2022" @default.
• W4303475925 isParatext "false" @default.
• W4303475925 isRetracted "false" @default.
• W4303475925 workType "article" @default.