{"title":"用砂和水泥部分替代含砂浆和粉煤灰混凝土的研究","authors":"Leevesh Kumar, Sitesh Singh, Woyesa Ararsa, Dumesa Gudissa, Jifara Chimdi","doi":"10.55766/sujst-2023-04-e0927","DOIUrl":null,"url":null,"abstract":"Now a day’s the waste is produced in immense amounts during construction and coal burning, this study mainly focused on the utilization of sandstone slurry produced during sandstone cutting and Class-F fly ash produced by coal-burning. In this study a deep analysis is taken after 28 days’ testing, six concrete mixes were prepared one is conventional as M20, and trial mix batches are a total of five, three specimens were taken from each concrete mix separately to determine the engineering properties of the prepared specimen. Fly ash partly replaced with the cement in % of 5%,10%,15%,20%,25% and Sandstone slurry partially replaced with sand in % of 10%,20%,30%,40%,50%. Water cement ration took .4-.7%, after 28 days specimens were tested of water curing at ±2, 270C. Sulfate bath is prepared for durability test with 5% Na2SO4 and prepared specimen left for 28 days curing in prepared sulfate bath after completion of 28 days’ normal water curing, the specimen was tested after 56-day curing, acidic nature was maintained for prepared bath, on daily basis pH value has been noted if found more than 6.9 pH than sulphuric acid is added to keep the acidic nature of prepared bath. Only 5% FA and 10% SSS specimen show strength increment up to 14.477% and after sulfate bath, no change was found in specimen’s volume. In compressive strength maximum strength increased up to 19.39%, from 5% FA and 10% SSS replacement. In splitting tensile strength maximum strength increased 11.37% with 10% FA and 20% SSS.","PeriodicalId":43478,"journal":{"name":"Suranaree Journal of Science and Technology","volume":"38 1","pages":"0"},"PeriodicalIF":0.2000,"publicationDate":"2023-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A STUDY ON CONCRETE CONTAINING THE SANDSTONE SLURRY AND FLY ASH PARTIALLY REPLACED WITH SAND AND CEMENT\",\"authors\":\"Leevesh Kumar, Sitesh Singh, Woyesa Ararsa, Dumesa Gudissa, Jifara Chimdi\",\"doi\":\"10.55766/sujst-2023-04-e0927\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Now a day’s the waste is produced in immense amounts during construction and coal burning, this study mainly focused on the utilization of sandstone slurry produced during sandstone cutting and Class-F fly ash produced by coal-burning. In this study a deep analysis is taken after 28 days’ testing, six concrete mixes were prepared one is conventional as M20, and trial mix batches are a total of five, three specimens were taken from each concrete mix separately to determine the engineering properties of the prepared specimen. Fly ash partly replaced with the cement in % of 5%,10%,15%,20%,25% and Sandstone slurry partially replaced with sand in % of 10%,20%,30%,40%,50%. Water cement ration took .4-.7%, after 28 days specimens were tested of water curing at ±2, 270C. Sulfate bath is prepared for durability test with 5% Na2SO4 and prepared specimen left for 28 days curing in prepared sulfate bath after completion of 28 days’ normal water curing, the specimen was tested after 56-day curing, acidic nature was maintained for prepared bath, on daily basis pH value has been noted if found more than 6.9 pH than sulphuric acid is added to keep the acidic nature of prepared bath. Only 5% FA and 10% SSS specimen show strength increment up to 14.477% and after sulfate bath, no change was found in specimen’s volume. In compressive strength maximum strength increased up to 19.39%, from 5% FA and 10% SSS replacement. In splitting tensile strength maximum strength increased 11.37% with 10% FA and 20% SSS.\",\"PeriodicalId\":43478,\"journal\":{\"name\":\"Suranaree Journal of Science and Technology\",\"volume\":\"38 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.2000,\"publicationDate\":\"2023-10-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Suranaree Journal of Science and Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.55766/sujst-2023-04-e0927\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"MULTIDISCIPLINARY SCIENCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Suranaree Journal of Science and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.55766/sujst-2023-04-e0927","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"MULTIDISCIPLINARY SCIENCES","Score":null,"Total":0}
A STUDY ON CONCRETE CONTAINING THE SANDSTONE SLURRY AND FLY ASH PARTIALLY REPLACED WITH SAND AND CEMENT
Now a day’s the waste is produced in immense amounts during construction and coal burning, this study mainly focused on the utilization of sandstone slurry produced during sandstone cutting and Class-F fly ash produced by coal-burning. In this study a deep analysis is taken after 28 days’ testing, six concrete mixes were prepared one is conventional as M20, and trial mix batches are a total of five, three specimens were taken from each concrete mix separately to determine the engineering properties of the prepared specimen. Fly ash partly replaced with the cement in % of 5%,10%,15%,20%,25% and Sandstone slurry partially replaced with sand in % of 10%,20%,30%,40%,50%. Water cement ration took .4-.7%, after 28 days specimens were tested of water curing at ±2, 270C. Sulfate bath is prepared for durability test with 5% Na2SO4 and prepared specimen left for 28 days curing in prepared sulfate bath after completion of 28 days’ normal water curing, the specimen was tested after 56-day curing, acidic nature was maintained for prepared bath, on daily basis pH value has been noted if found more than 6.9 pH than sulphuric acid is added to keep the acidic nature of prepared bath. Only 5% FA and 10% SSS specimen show strength increment up to 14.477% and after sulfate bath, no change was found in specimen’s volume. In compressive strength maximum strength increased up to 19.39%, from 5% FA and 10% SSS replacement. In splitting tensile strength maximum strength increased 11.37% with 10% FA and 20% SSS.