The effect of geogrid reinforcement of embankment over soft foundation

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dc.contributor.authorMohammed, Shams A.
dc.contributor.authorNaimi, Sepanta
dc.contributor.authorAbdulKareem, Ahmed H.
dc.date.accessioned2023-02-14T11:31:30Z
dc.date.available2023-02-14T11:31:30Z
dc.date.issued2022en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThis paper deals with the usage of geogrids for soil improvement utilizing the PLAXIS 3D FE program's numerical analysis approach. Because of the low shear strength and instability of soft clay soils, reinforcement has been used to improve clay soils. The reinforcement mechanism was analyzed on the basis of results and output. The results of the program outputs are shown in PLAXIS. The reinforcement has little effect in the case of horizontal displacement and vertical displacement, but only a significant effect on the safety factor. This paper also deals with improving soft clay soil using stone columns. The main objective is to reduce settlement and increase the carrying capacity of the soil and shorten the consolidation period. The work investigates geogrid-reinforced stone columns that improved the behavior of soft clay soils under the influence of loading and construction. Underwent soil the stone columns testing covered with a geogrid and traffic load of 50 kpa. The improved method of using stone columns and PLAXIS 3D was used to create the FE model. The results concluded that the comparison results gave an improvement rate of up to 50 % of the improvement for the stone-column-reinforced clay soil in the construction phase.en_US
dc.identifier.citationMohammed, S. A., Naimi, S., & AbdulKareem, A. H. (2022). The effect of geogrid reinforcement of embankment over soft foundation. Periodicals of Engineering and Natural Sciences, 10(6), 5-27.en_US
dc.identifier.endpage27en_US
dc.identifier.issn2303-4521
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85146688611
dc.identifier.scopusqualityQ2
dc.identifier.startpage5en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12939/3296
dc.identifier.volume10en_US
dc.indekslendigikaynakScopus
dc.institutionauthorMohammed, Shams A.
dc.institutionauthorNaimi, Sepanta
dc.language.isoen
dc.publisherInternational University of Sarajevoen_US
dc.relation.ispartofPeriodicals of Engineering and Natural Sciences
dc.relation.isversionof10.21533/pen.v10i6.3345en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - İdari Personel ve Öğrencien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFinite Element Analysisen_US
dc.subjectGeogriden_US
dc.subjectPlaxis 3Den_US
dc.subjectReinforced Embankmenten_US
dc.subjectSoft Foundationen_US
dc.titleThe effect of geogrid reinforcement of embankment over soft foundation
dc.typeArticle

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