Z. Md Yusof, A. Zainorabidin, Mohamed Awad Osman Suliman, Osama Emad Omar Abu Osba
{"title":"棕榈纤维-水合石灰组分对稳定砂质土渗透性的影响","authors":"Z. Md Yusof, A. Zainorabidin, Mohamed Awad Osman Suliman, Osama Emad Omar Abu Osba","doi":"10.30880/ijscet.2023.14.02.001","DOIUrl":null,"url":null,"abstract":"Sandy soil is one of the most conventional construction materials used as backfill materials in the retention of structures in foundations. Thisstudy to investigate the composition of admixture permeability experimental to stabilized sandy soil use the composition percentage (4, 6, & 8% hydrated lime only), sandy soil with 2% hydrated lime (0.5%, 1%, and 1.5% palm fiber) and 6% of hydrated lime (0.5%, 1% and 1.5% of palm fiber) proportionally. The results presented that the mixture of 2% and 6% hydrated lime with 0.5%, 1%, and 1.5% of palm fiber proportionally, decreased the percentage of reduction of permeability from 94.22% at 0 days to 66.67% at 7 days. The mixture of 6% of hydrated lime and 1.5% of palm fiber at 0 dan 7 curing time give a better performance. Thus, this helps in using the constant head method in Geotechnical practices.","PeriodicalId":14418,"journal":{"name":"International Journal of Sustainable Construction Engineering and Technology","volume":"115 1","pages":""},"PeriodicalIF":0.6000,"publicationDate":"2023-05-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of Palm Fiber-Hydrated Lime Composition on the Permeability of Stabilised Sandy Soil\",\"authors\":\"Z. Md Yusof, A. Zainorabidin, Mohamed Awad Osman Suliman, Osama Emad Omar Abu Osba\",\"doi\":\"10.30880/ijscet.2023.14.02.001\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Sandy soil is one of the most conventional construction materials used as backfill materials in the retention of structures in foundations. Thisstudy to investigate the composition of admixture permeability experimental to stabilized sandy soil use the composition percentage (4, 6, & 8% hydrated lime only), sandy soil with 2% hydrated lime (0.5%, 1%, and 1.5% palm fiber) and 6% of hydrated lime (0.5%, 1% and 1.5% of palm fiber) proportionally. The results presented that the mixture of 2% and 6% hydrated lime with 0.5%, 1%, and 1.5% of palm fiber proportionally, decreased the percentage of reduction of permeability from 94.22% at 0 days to 66.67% at 7 days. The mixture of 6% of hydrated lime and 1.5% of palm fiber at 0 dan 7 curing time give a better performance. Thus, this helps in using the constant head method in Geotechnical practices.\",\"PeriodicalId\":14418,\"journal\":{\"name\":\"International Journal of Sustainable Construction Engineering and Technology\",\"volume\":\"115 1\",\"pages\":\"\"},\"PeriodicalIF\":0.6000,\"publicationDate\":\"2023-05-08\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Sustainable Construction Engineering and Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.30880/ijscet.2023.14.02.001\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Sustainable Construction Engineering and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.30880/ijscet.2023.14.02.001","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Effect of Palm Fiber-Hydrated Lime Composition on the Permeability of Stabilised Sandy Soil
Sandy soil is one of the most conventional construction materials used as backfill materials in the retention of structures in foundations. Thisstudy to investigate the composition of admixture permeability experimental to stabilized sandy soil use the composition percentage (4, 6, & 8% hydrated lime only), sandy soil with 2% hydrated lime (0.5%, 1%, and 1.5% palm fiber) and 6% of hydrated lime (0.5%, 1% and 1.5% of palm fiber) proportionally. The results presented that the mixture of 2% and 6% hydrated lime with 0.5%, 1%, and 1.5% of palm fiber proportionally, decreased the percentage of reduction of permeability from 94.22% at 0 days to 66.67% at 7 days. The mixture of 6% of hydrated lime and 1.5% of palm fiber at 0 dan 7 curing time give a better performance. Thus, this helps in using the constant head method in Geotechnical practices.