FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4206207649> ?p ?o ?g. }

• W4206207649 endingPage "34" @default.
• W4206207649 startingPage "19" @default.
• W4206207649 abstract "Purpose: Paper assessed the feasibility of crushed concrete aggregates (CCA), a subsidiary of construction and demolition (C&D) waste, blended with cement and sand to form a composite for civil engineering field applications. Design/methodology/approach: The compaction and strength characteristics of CCA were observed by conducting Proctor compaction and California Bearing Ratio (CBR) tests. Different proportions of CCA, sand and cement were used. Moreover, the effect of curing period (0, 4, 7, 14 and 28 days) was also studied. In addition, regression analyses were performed to develop empirical expressions to predict the compaction and strength characteristics of the CCA composite. Findings: Increasing the CCA content up to 50% increases the maximum dry unit weight (MDUW) and decreases the optimum moisture content (OMC). However, on further increasing its content the MDUW decreases and OMC increases. Percent increase in the CBR value can go up to 412% if the CCA content is increased up to 50%. However, the percent reduction in CBR of about 20% can take place if 100% CCA content is used. Moreover, multiple regression shows that the experimental results are in good agreement with the predicted values. Research limitations/implications: The results obtained are purely dependent on the type of material. However, they are in favour of the used material as a probable option for road sub-base layer, and also for reducing burden on available natural resources. Therefore, it is recommended to conduct some initial tests to confirm the feasibility of the material. Practical implications: The proposed study will guide the design Engineers to choose CCA as one of the potential materials for road construction. Originality/value: It was observed that there is a need to maximize the utilization of C&D waste without making any compromise with its mechanical properties. So keeping that in view, the present study was conducted." @default.
• W4206207649 created "2022-01-25" @default.
• W4206207649 creator A5026639012 @default.
• W4206207649 creator A5061982325 @default.
• W4206207649 creator A5086224916 @default.
• W4206207649 date "2022-01-01" @default.
• W4206207649 modified "2023-09-26" @default.
• W4206207649 title "Sustainable deployment of crushed concrete aggregates strengthened with cement and sand" @default.
• W4206207649 cites W1142117806 @default.
• W4206207649 cites W1971532984 @default.
• W4206207649 cites W1971779842 @default.
• W4206207649 cites W1981579042 @default.
• W4206207649 cites W1992709014 @default.
• W4206207649 cites W1997809384 @default.
• W4206207649 cites W1999450427 @default.
• W4206207649 cites W2000583286 @default.
• W4206207649 cites W2003497228 @default.
• W4206207649 cites W2008578197 @default.
• W4206207649 cites W2024934300 @default.
• W4206207649 cites W2034812703 @default.
• W4206207649 cites W2038792106 @default.
• W4206207649 cites W2048776629 @default.
• W4206207649 cites W2077035601 @default.
• W4206207649 cites W2095009921 @default.
• W4206207649 cites W2099351629 @default.
• W4206207649 cites W2126635385 @default.
• W4206207649 cites W2131789867 @default.
• W4206207649 cites W2518061780 @default.
• W4206207649 cites W2533536956 @default.
• W4206207649 cites W2763819458 @default.
• W4206207649 cites W2769989837 @default.
• W4206207649 cites W2790099121 @default.
• W4206207649 cites W2803623380 @default.
• W4206207649 cites W2895998301 @default.
• W4206207649 cites W2922287637 @default.
• W4206207649 cites W2935873626 @default.
• W4206207649 cites W2942484498 @default.
• W4206207649 cites W2945589702 @default.
• W4206207649 cites W2946196365 @default.
• W4206207649 cites W2952892152 @default.
• W4206207649 cites W2966897828 @default.
• W4206207649 cites W3010314021 @default.
• W4206207649 cites W418730594 @default.
• W4206207649 cites W4229917566 @default.
• W4206207649 cites W4237506504 @default.
• W4206207649 cites W4244562118 @default.
• W4206207649 doi "https://doi.org/10.5604/01.3001.0015.6970" @default.
• W4206207649 hasPublicationYear "2022" @default.
• W4206207649 type Work @default.
• W4206207649 citedByCount "1" @default.
• W4206207649 countsByYear W42062076492023 @default.
• W4206207649 crossrefType "journal-article" @default.
• W4206207649 hasAuthorship W4206207649A5026639012 @default.
• W4206207649 hasAuthorship W4206207649A5061982325 @default.
• W4206207649 hasAuthorship W4206207649A5086224916 @default.
• W4206207649 hasConcept C127413603 @default.
• W4206207649 hasConcept C132976073 @default.
• W4206207649 hasConcept C147176958 @default.
• W4206207649 hasConcept C159985019 @default.
• W4206207649 hasConcept C187320778 @default.
• W4206207649 hasConcept C192562407 @default.
• W4206207649 hasConcept C196715460 @default.
• W4206207649 hasConcept C24939127 @default.
• W4206207649 hasConcept C2778076428 @default.
• W4206207649 hasConcept C2781469121 @default.
• W4206207649 hasConcept C30407753 @default.
• W4206207649 hasConcept C37646163 @default.
• W4206207649 hasConcept C39432304 @default.
• W4206207649 hasConcept C523993062 @default.
• W4206207649 hasConceptScore W4206207649C127413603 @default.
• W4206207649 hasConceptScore W4206207649C132976073 @default.
• W4206207649 hasConceptScore W4206207649C147176958 @default.
• W4206207649 hasConceptScore W4206207649C159985019 @default.
• W4206207649 hasConceptScore W4206207649C187320778 @default.
• W4206207649 hasConceptScore W4206207649C192562407 @default.
• W4206207649 hasConceptScore W4206207649C196715460 @default.
• W4206207649 hasConceptScore W4206207649C24939127 @default.
• W4206207649 hasConceptScore W4206207649C2778076428 @default.
• W4206207649 hasConceptScore W4206207649C2781469121 @default.
• W4206207649 hasConceptScore W4206207649C30407753 @default.
• W4206207649 hasConceptScore W4206207649C37646163 @default.
• W4206207649 hasConceptScore W4206207649C39432304 @default.
• W4206207649 hasConceptScore W4206207649C523993062 @default.
• W4206207649 hasIssue "1" @default.
• W4206207649 hasLocation W42062076491 @default.
• W4206207649 hasOpenAccess W4206207649 @default.
• W4206207649 hasPrimaryLocation W42062076491 @default.
• W4206207649 hasRelatedWork W1983674532 @default.
• W4206207649 hasRelatedWork W2349662616 @default.
• W4206207649 hasRelatedWork W2383273450 @default.
• W4206207649 hasRelatedWork W2387710828 @default.
• W4206207649 hasRelatedWork W2626448049 @default.
• W4206207649 hasRelatedWork W2972379424 @default.
• W4206207649 hasRelatedWork W3114779529 @default.
• W4206207649 hasRelatedWork W4281572474 @default.
• W4206207649 hasRelatedWork W645761841 @default.
• W4206207649 hasRelatedWork W2529085304 @default.
• W4206207649 hasVolume "113" @default.

• next