{"title":"用于低成本住房的粉煤灰-石灰红土压缩稳定土砖","authors":"D. Yunusa, A. Mohammed, O. B. E. Salau","doi":"10.52589/ijmce-yupafogn","DOIUrl":null,"url":null,"abstract":"This study assessed the mechanical and durability properties of compressed stabilized earth bricks (CSEB) made from laterite soil, stabilized with various proportions of fly ash and lime (4% to 12%). Tests conducted on the soil sample and fly ash used for the research proved that the soil is True Laterite (S-S=1.03<1.33) and the fly ash is Class F pozzolana (SiO2 + Al2O3 + Fe2O3 =74.69%>70%). A total of 165 CSEB samples were produced and the research identified various properties as a result of changing the proportion of the stabilizers. The findings of the study revealed that compressive strength values of CSEB 8 (5% fly ash, 5% lime) at the 28th day and CSEB 11 (6% fly ash, 6% lime) at the 14th and 28th days as 1.72 N/mm2, 1.69 N/mm2 and 2.02 N/mm2 respectively met the requirement for construction material in rural houses, bungalow houses and low rise buildings. The mean bulk density values ranged from 1727.35 to 1865.35 kg/m3. for all curing age. From water absorption test results, all values obtained fell below the maximum recommendation except for CSEB 1 (2% fly ash, 2% lime) and CSEB 2 (4% fly ash, 2% lime) as specified by NIS 87 (2004) and NBRRI (2008).","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"7 2","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-08-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Fly Ash-Lime Lateritic Compressed Stabilized Earth Bricks for Low Cost Housing\",\"authors\":\"D. Yunusa, A. Mohammed, O. B. E. Salau\",\"doi\":\"10.52589/ijmce-yupafogn\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This study assessed the mechanical and durability properties of compressed stabilized earth bricks (CSEB) made from laterite soil, stabilized with various proportions of fly ash and lime (4% to 12%). Tests conducted on the soil sample and fly ash used for the research proved that the soil is True Laterite (S-S=1.03<1.33) and the fly ash is Class F pozzolana (SiO2 + Al2O3 + Fe2O3 =74.69%>70%). A total of 165 CSEB samples were produced and the research identified various properties as a result of changing the proportion of the stabilizers. The findings of the study revealed that compressive strength values of CSEB 8 (5% fly ash, 5% lime) at the 28th day and CSEB 11 (6% fly ash, 6% lime) at the 14th and 28th days as 1.72 N/mm2, 1.69 N/mm2 and 2.02 N/mm2 respectively met the requirement for construction material in rural houses, bungalow houses and low rise buildings. The mean bulk density values ranged from 1727.35 to 1865.35 kg/m3. for all curing age. From water absorption test results, all values obtained fell below the maximum recommendation except for CSEB 1 (2% fly ash, 2% lime) and CSEB 2 (4% fly ash, 2% lime) as specified by NIS 87 (2004) and NBRRI (2008).\",\"PeriodicalId\":159399,\"journal\":{\"name\":\"International Journal of Mechanical and Civil Engineering\",\"volume\":\"7 2\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-08-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Mechanical and Civil Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.52589/ijmce-yupafogn\",\"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 Mechanical and Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.52589/ijmce-yupafogn","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
This study assessed the mechanical and durability properties of compressed stabilized earth bricks (CSEB) made from laterite soil, stabilized with various proportions of fly ash and lime (4% to 12%). Tests conducted on the soil sample and fly ash used for the research proved that the soil is True Laterite (S-S=1.03<1.33) and the fly ash is Class F pozzolana (SiO2 + Al2O3 + Fe2O3 =74.69%>70%). A total of 165 CSEB samples were produced and the research identified various properties as a result of changing the proportion of the stabilizers. The findings of the study revealed that compressive strength values of CSEB 8 (5% fly ash, 5% lime) at the 28th day and CSEB 11 (6% fly ash, 6% lime) at the 14th and 28th days as 1.72 N/mm2, 1.69 N/mm2 and 2.02 N/mm2 respectively met the requirement for construction material in rural houses, bungalow houses and low rise buildings. The mean bulk density values ranged from 1727.35 to 1865.35 kg/m3. for all curing age. From water absorption test results, all values obtained fell below the maximum recommendation except for CSEB 1 (2% fly ash, 2% lime) and CSEB 2 (4% fly ash, 2% lime) as specified by NIS 87 (2004) and NBRRI (2008).