Janmajeya Barik, R. Patra, Bibhuti Bhusan Mukharjee, Sanghamitra Jena
{"title":"再生细骨料对砂浆性能的影响:析因设计方法","authors":"Janmajeya Barik, R. Patra, Bibhuti Bhusan Mukharjee, Sanghamitra Jena","doi":"10.1504/ijsmss.2020.10028035","DOIUrl":null,"url":null,"abstract":"The influence of the use of recycled fine aggregates as replacement natural fine aggregate on properties of cement mortar has been investigated using the procedures of general factorial design. In this study, the incorporation percentage of recycled fine aggregate (RFA %) and water-cement (w/c) ratio are selected as factors and compressive strength and water absorption as responses. The levels of RFA (%) are fixed at 0%, 10%, 20%, and 30% and the levels of other factor w/c ratio was kept at 0.4, 0.45, and 0.5. Compressive strength (CS) and water absorption (WA) of mortar mixes prepared with varying levels of aforementioned factors are selected responses. Analysis of variance (ANOVA) has been performed over test results for analysing the significance of factors and their interaction on selected responses. The results of study depict that the selected factors are significantly affecting the responses; however, no substantial influence of interaction between the factors on responses are observed.","PeriodicalId":443815,"journal":{"name":"International Journal of Sustainable Materials and Structural Systems","volume":"34 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2020-03-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Effect of recycled fine aggregate on properties of mortar: a factorial design approach\",\"authors\":\"Janmajeya Barik, R. Patra, Bibhuti Bhusan Mukharjee, Sanghamitra Jena\",\"doi\":\"10.1504/ijsmss.2020.10028035\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The influence of the use of recycled fine aggregates as replacement natural fine aggregate on properties of cement mortar has been investigated using the procedures of general factorial design. In this study, the incorporation percentage of recycled fine aggregate (RFA %) and water-cement (w/c) ratio are selected as factors and compressive strength and water absorption as responses. The levels of RFA (%) are fixed at 0%, 10%, 20%, and 30% and the levels of other factor w/c ratio was kept at 0.4, 0.45, and 0.5. Compressive strength (CS) and water absorption (WA) of mortar mixes prepared with varying levels of aforementioned factors are selected responses. Analysis of variance (ANOVA) has been performed over test results for analysing the significance of factors and their interaction on selected responses. The results of study depict that the selected factors are significantly affecting the responses; however, no substantial influence of interaction between the factors on responses are observed.\",\"PeriodicalId\":443815,\"journal\":{\"name\":\"International Journal of Sustainable Materials and Structural Systems\",\"volume\":\"34 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-03-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Sustainable Materials and Structural Systems\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1504/ijsmss.2020.10028035\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Sustainable Materials and Structural Systems","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1504/ijsmss.2020.10028035","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Effect of recycled fine aggregate on properties of mortar: a factorial design approach
The influence of the use of recycled fine aggregates as replacement natural fine aggregate on properties of cement mortar has been investigated using the procedures of general factorial design. In this study, the incorporation percentage of recycled fine aggregate (RFA %) and water-cement (w/c) ratio are selected as factors and compressive strength and water absorption as responses. The levels of RFA (%) are fixed at 0%, 10%, 20%, and 30% and the levels of other factor w/c ratio was kept at 0.4, 0.45, and 0.5. Compressive strength (CS) and water absorption (WA) of mortar mixes prepared with varying levels of aforementioned factors are selected responses. Analysis of variance (ANOVA) has been performed over test results for analysing the significance of factors and their interaction on selected responses. The results of study depict that the selected factors are significantly affecting the responses; however, no substantial influence of interaction between the factors on responses are observed.