Experimental Study Of Improving The Physical Properties Of Peat Soil Using Sand And Bio-Grouting Techniques With The Assistance Of Bacillus Subtilis Bacteria

None Dejan kurlov, None Tej Marcovic
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 In this study, samples of peat soil were taken from Buana Makmur Village km55, Dayun District, Siak Regency. The stabilizing agent used was sand as much as 5% by weight of dry soil, Bacillus Subtilis bacteria obtained from the Agriculture Laboratory of the Islamic University of Riau, and also CaCL₂ and Urea. The method for stabilizing the physical properties of peat soil in this study is the Bio-Grouting method, testing the physical properties of peat soil follows the procedures of ASTM (American Society For Testing And Materials) and SNI 1965-2008 for testing methods for determining water content for soil and rock in the laboratory. SNI 1964-2008 test method for soil specific gravity, SNI 8460-2017 geotechnical design requirements, SK SNI -04-05-1989-F fine sand used for construction, SNI-02-2801-1998 urea standard. To test the physical properties was carried out by providing variations in the mixing of bacterial cementation solutions with levels of 0% (without treatment), 5%, 10%, 15%, 20%, and 25% and then allowed to stand for 14 days using a tightly closed plastic container.
 The results of testing the physical properties of peat soil found that the peat soil was included in the original soil type with water content = 407.45% and specific gravity (Gs) = 1.30gr, while from the physical properties tests carried out the highest water content occurred in the addition of bacterial cementation solution 10% = 177.2% and the lowest specific gravity occurs when the bacterial cementation solution is added 10% = 1.27gr.","PeriodicalId":31931,"journal":{"name":"JGEET Journal of Geoscience Engineering Environment and Technology","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2023-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"JGEET Journal of Geoscience Engineering Environment and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.25299/jgeet.2023.8.1.13464","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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Abstract

Peat soil was categorized as soft soil, which means that the soil is in bad condition and problematic when construction was built on it. It was necessary to increase the carrying capacity of peat soils, one of which is chemical stabilization of the soil, by adding additives that can react with the soil and using new environmentally friendly methods. In this study, samples of peat soil were taken from Buana Makmur Village km55, Dayun District, Siak Regency. The stabilizing agent used was sand as much as 5% by weight of dry soil, Bacillus Subtilis bacteria obtained from the Agriculture Laboratory of the Islamic University of Riau, and also CaCL₂ and Urea. The method for stabilizing the physical properties of peat soil in this study is the Bio-Grouting method, testing the physical properties of peat soil follows the procedures of ASTM (American Society For Testing And Materials) and SNI 1965-2008 for testing methods for determining water content for soil and rock in the laboratory. SNI 1964-2008 test method for soil specific gravity, SNI 8460-2017 geotechnical design requirements, SK SNI -04-05-1989-F fine sand used for construction, SNI-02-2801-1998 urea standard. To test the physical properties was carried out by providing variations in the mixing of bacterial cementation solutions with levels of 0% (without treatment), 5%, 10%, 15%, 20%, and 25% and then allowed to stand for 14 days using a tightly closed plastic container. The results of testing the physical properties of peat soil found that the peat soil was included in the original soil type with water content = 407.45% and specific gravity (Gs) = 1.30gr, while from the physical properties tests carried out the highest water content occurred in the addition of bacterial cementation solution 10% = 177.2% and the lowest specific gravity occurs when the bacterial cementation solution is added 10% = 1.27gr.
枯草芽孢杆菌辅助砂浆和生物灌浆技术改善泥炭土物理性质的试验研究
泥炭土被归类为软土,这意味着在其上进行建设时,土壤状况很差,存在问题。通过添加能与土壤发生反应的添加剂和采用新的环保方法来提高泥炭土的承载能力是必要的,其中之一是土壤的化学稳定。在本研究中,泥炭土样本取自锡亚克县大运区Buana Makmur村km55。使用的稳定剂是占干土重量5%的沙子、从廖内伊斯兰大学农业实验室获得的枯草芽孢杆菌、氯化钙和尿素。本研究中稳定泥炭土物理性质的方法是bio -注浆法,泥炭土物理性质的测试遵循ASTM (American Society for testing And Materials)和SNI 1965-2008在实验室中测定土壤和岩石含水量的测试方法。SNI 1964-2008土壤比重试验方法,SNI 8460-2017岩土工程设计要求,SK SNI -04-05-1989-F建筑用细砂,SNI-02-2801-1998尿素标准。为了测试物理性能,通过提供不同水平的细菌胶凝溶液,分别为0%(未经处理)、5%、10%、15%、20%和25%,然后在密封的塑料容器中静置14天。 泥炭土物理性质测试结果发现泥炭土属于原始土壤类型,含水量= 407.45%,比重(Gs) = 1.30gr,而进行的物理性质测试中,细菌胶结液添加10% = 177.2%时含水量最高,细菌胶结液添加10% = 1.27gr时比重最低。
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