Matches in SemOpenAlex for { <https://semopenalex.org/work/W4387383438> ?p ?o ?g. }
Showing items 1 to 65 of
65
with 100 items per page.
- W4387383438 endingPage "76" @default.
- W4387383438 startingPage "69" @default.
- W4387383438 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." @default.
- W4387383438 created "2023-10-06" @default.
- W4387383438 creator A5093012261 @default.
- W4387383438 creator A5093012262 @default.
- W4387383438 date "2023-06-29" @default.
- W4387383438 modified "2023-10-16" @default.
- W4387383438 title "Experimental Study Of Improving The Physical Properties Of Peat Soil Using Sand And Bio-Grouting Techniques With The Assistance Of Bacillus Subtilis Bacteria" @default.
- W4387383438 doi "https://doi.org/10.25299/jgeet.2023.8.1.13464" @default.
- W4387383438 hasPublicationYear "2023" @default.
- W4387383438 type Work @default.
- W4387383438 citedByCount "0" @default.
- W4387383438 crossrefType "journal-article" @default.
- W4387383438 hasAuthorship W4387383438A5093012261 @default.
- W4387383438 hasAuthorship W4387383438A5093012262 @default.
- W4387383438 hasBestOaLocation W43873834381 @default.
- W4387383438 hasConcept C127313418 @default.
- W4387383438 hasConcept C159390177 @default.
- W4387383438 hasConcept C159750122 @default.
- W4387383438 hasConcept C159985019 @default.
- W4387383438 hasConcept C187320778 @default.
- W4387383438 hasConcept C18903297 @default.
- W4387383438 hasConcept C19149912 @default.
- W4387383438 hasConcept C191897082 @default.
- W4387383438 hasConcept C192562407 @default.
- W4387383438 hasConcept C39432304 @default.
- W4387383438 hasConcept C50516716 @default.
- W4387383438 hasConcept C523993062 @default.
- W4387383438 hasConcept C53657456 @default.
- W4387383438 hasConcept C86803240 @default.
- W4387383438 hasConcept C94556721 @default.
- W4387383438 hasConceptScore W4387383438C127313418 @default.
- W4387383438 hasConceptScore W4387383438C159390177 @default.
- W4387383438 hasConceptScore W4387383438C159750122 @default.
- W4387383438 hasConceptScore W4387383438C159985019 @default.
- W4387383438 hasConceptScore W4387383438C187320778 @default.
- W4387383438 hasConceptScore W4387383438C18903297 @default.
- W4387383438 hasConceptScore W4387383438C19149912 @default.
- W4387383438 hasConceptScore W4387383438C191897082 @default.
- W4387383438 hasConceptScore W4387383438C192562407 @default.
- W4387383438 hasConceptScore W4387383438C39432304 @default.
- W4387383438 hasConceptScore W4387383438C50516716 @default.
- W4387383438 hasConceptScore W4387383438C523993062 @default.
- W4387383438 hasConceptScore W4387383438C53657456 @default.
- W4387383438 hasConceptScore W4387383438C86803240 @default.
- W4387383438 hasConceptScore W4387383438C94556721 @default.
- W4387383438 hasIssue "1" @default.
- W4387383438 hasLocation W43873834381 @default.
- W4387383438 hasOpenAccess W4387383438 @default.
- W4387383438 hasPrimaryLocation W43873834381 @default.
- W4387383438 hasRelatedWork W1550928850 @default.
- W4387383438 hasRelatedWork W2017263390 @default.
- W4387383438 hasRelatedWork W2048644521 @default.
- W4387383438 hasRelatedWork W2165069559 @default.
- W4387383438 hasRelatedWork W2357323703 @default.
- W4387383438 hasRelatedWork W2795115232 @default.
- W4387383438 hasRelatedWork W3007773880 @default.
- W4387383438 hasRelatedWork W3043906476 @default.
- W4387383438 hasRelatedWork W4210542141 @default.
- W4387383438 hasRelatedWork W582793329 @default.
- W4387383438 hasVolume "8" @default.
- W4387383438 isParatext "false" @default.
- W4387383438 isRetracted "false" @default.
- W4387383438 workType "article" @default.