Numerical analysis of geogrids and recycled concrete aggregate for stabilizing road embankments

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dc.contributor.authorAl-Dulaimi, Marwa Abdulkareem Mohammed
dc.contributor.authorSeyedi, Mohsen
dc.date.accessioned2023-10-18T12:29:47Z
dc.date.available2023-10-18T12:29:47Z
dc.date.issued2023en_US
dc.departmentEnstitüler, Lisansüstü Eğitim Enstitüsü, İnşaat Mühendisliği Ana Bilim Dalıen_US
dc.description.abstractThe amplification of urban development and the extension of road networks necessitate a comprehensive understanding of various soil improvement techniques for civil engineering applications. Soil enhancement methods, typically trusted and practical, are pivotal in addressing geotechnical engineering challenges. This study focuses on the numerical evaluation of the efficacy of geogrids and recycled concrete aggregate (RCA) in the stabilization of road embankments. Critical soil properties such as water absorption, soil erosion, and settlement susceptibility are significantly improved through these methods, promoting sustainable land use, environmental conservation, and infrastructure durability. Literature reveals that the use of geogrids or waste materials like RCA contributes effectively to soil layer enhancement. In this investigation, road embankment models, with and without the aforementioned improvements, were developed and assessed under vehicular load conditions. The findings demonstrated that the incorporation of geogrids or RCA significantly bolsters the stability of road embankments. A noteworthy reduction in vertical settlement, up to 45%, was achieved when geogrids and RCA were concurrently utilized in the embankment. This suggests that these methods, individually or in combination, could provide a viable solution for enhancing the performance and stability of road infrastructures. Further research is proposed to explore the long-term performance of these enhancement methods under various environmental and load conditions.en_US
dc.identifier.citationAl-Dulaimi, M. A. M., Seyedi, M. (2023). Numerical analysis of geogrids and recycled concrete aggregate for stabilizing road embankments. Annales de Chimie-Science Des Materiaux, 47(4), 219-223.en_US
dc.identifier.endpage223en_US
dc.identifier.issn0151-9107
dc.identifier.issn1958-5934
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85173216497
dc.identifier.scopusqualityN/A
dc.identifier.startpage219en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12939/4163
dc.identifier.volume47en_US
dc.identifier.wosWOS:001071313400004
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorAl-Dulaimi, Marwa Abdulkareem Mohammed
dc.institutionauthorSeyedi, Mohsen
dc.language.isoen
dc.relation.ispartofAnnales de Chimie-Science Des Materiaux
dc.relation.isversionof10.18280/acsm.470404en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - İdari Personel ve Öğrencien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectRoad Embankmenten_US
dc.subjectRecycled concreteen_US
dc.subjectAggregateen_US
dc.subjectSoil stabilizationen_US
dc.subjectGeogrid PLAXIS2Den_US
dc.subjectNumerical analysisen_US
dc.titleNumerical analysis of geogrids and recycled concrete aggregate for stabilizing road embankments
dc.typeArticle

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