The numerical simulation of soil-structure interaction containing sustainable materials

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dc.contributor.authorSaribas, Ilyas
dc.contributor.authorOk, Bahadir
dc.date.accessioned2025-01-06T17:36:39Z
dc.date.available2025-01-06T17:36:39Z
dc.date.issued2022
dc.description.abstractAs a result of urban transformation activities, natural disasters, regional and global wars, billions of tonnes of waste concrete occur. Therefore, the remediation process of waste concrete is one of the critical research topics of recent years. The sustainability concept provides a primary bridge between the demand for natural concrete material and the remediation process of waste concrete. Recycled aggregate and recycled concrete aggregate, which may be named sustainable materials, are obtained by the recycling process of waste concrete. Many experimental and numerical studies have been conducted in recent years to show that this sustainable material is an alternative product to natural aggregate. In this study, a comprehensive numerical simulation of foundation beams resting on soils incorporating conventional and sustainable materials has been performed. The foundation beams considered include some with conventional concrete properties and some with sustainable concrete properties. Additionally, the material conditions of soils are assessed, using six different mixed recycled aggregates as filling material. Based on the numerical simulation, the deflection, rotation, bending moment, shear force and spring force capacities of conventional and sustainable foundation beams resting on soils exhibited slightly different behaviour depending on the recycled concrete aggregate and mixed recycled aggregate ratios. Finally, comparing the numerical simulation results of soil-structural interaction members incorporating conventional and sustainable materials indicated that the soil-structure interaction modeling process applied to conventional foundation beams resting on soils is also valid for sustainable members.
dc.identifier.doi10.1680/jensu.22.00062
dc.identifier.endpage167
dc.identifier.issn1478-4629
dc.identifier.issn1751-7680
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85144055643
dc.identifier.scopusqualityQ2
dc.identifier.startpage139
dc.identifier.urihttps://doi.org/10.1680/jensu.22.00062
dc.identifier.urihttps://hdl.handle.net/20.500.14669/1927
dc.identifier.volume176
dc.identifier.wosWOS:001009213500001
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherIce Publishing
dc.relation.ispartofProceedings of The Institution of Civil Engineers-Engineering Sustainability
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241211
dc.subjectbeam
dc.subjectelastic soil
dc.subjectfilling material
dc.subjectfoundations
dc.subjectnatural aggregate
dc.subjectnatural resources
dc.subjectrecycled concrete aggregate
dc.subjectrecycled material
dc.subjectreinforced concrete
dc.subjectremediation
dc.subjectsoil
dc.subjectstructural analysis
dc.subjectsustainability
dc.subjectsustainable concrete
dc.subjectUN SDG 11
dc.subjectSustainable cities and communities
dc.subjectwaste
dc.titleThe numerical simulation of soil-structure interaction containing sustainable materials
dc.typeArticle

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