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dc.creatorMuralitharan, R.S.
dc.creatorSowmya Ramani, S.
dc.creatorMadhumita, G.
dc.creatorSrinivasan, M.
dc.date2022-05-09
dc.date.accessioned2022-07-04T16:24:02Z
dc.date.available2022-07-04T16:24:02Z
dc.identifierhttps://portalrevistas.uct.cl/index.php/safer/article/view/2764
dc.identifier10.7770/safer-V12N1-art2764
dc.identifier.urihttps://revistaschilenas.uchile.cl/handle/2250/185669
dc.descriptionSoil can make or break the structures. The ability of any soil depends on its properties. Soil stabilization in a broader sense, incorporates various methods employed for modifying the properties of a soil to improve its engineering performance. This project deals with the usage of micro silica for stabilization of a hilly soil sample. An attempt has been made to stabilize the soil sample with an addition of 10% of micro silica. The properties of soil have been tested for its shear strength, compressive strength, etc. And the results have been found to be productive. Keywords: casagrande apparatus, direct shear test, compressive strength test, specific gravity.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherUniversidad Católica de Temucoen-US
dc.relationhttps://portalrevistas.uct.cl/index.php/safer/article/view/2764/2283
dc.rightsCopyright (c) 2022 Sustainability, Agri, Food and Environmental Researchen-US
dc.rightshttp://creativecommons.org/licenses/by-nc-sa/4.0en-US
dc.sourceSustainability Agri Food Environmental Research (SAFER); Vol. 12 (2024): Ahead of Print 2es-ES
dc.sourceSustainability, Agri, Food and Environmental Research; Vol. 12 (2024): Ahead of Print 2en-US
dc.source0719-3726
dc.titleSoil stabilization using micro silicaen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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