Industrial wastes for soil stabilization

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dc.authorid0000-0003-1490-4011
dc.contributor.authorEtminan, Ehsanen_US
dc.date.accessioned2026-04-21T07:07:03Z
dc.date.available2026-04-21T07:07:03Z
dc.date.issued2026-01-01
dc.departmentIşık Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.departmentIşık University, Faculty of Engineering and Natural Sciences, Department of Civil Engineeringen_US
dc.description.abstractSoil stabilization is an important geotechnical engineering method designed to enhance the engineering properties of soil, including its strength, durability, and load-bearing capacity. These improvements are essential for the effective implementation of infrastructure projects, including roadways, embankments, foundations, and airfields. Traditional methods of stabilizing soil usually involve adding materials like cement, lime, or bitumen to soft and expansive clay soils. Although effective, these traditional technologies are frequently economically unfeasible and ecologically unsustainable due to their substantial energy demands and carbon emissions. Recent studies have looked at using industrial by-products-like fly ash, blast furnace slag, red mud, bagasse ash, and cement kiln dust (CKD)-as alternative stabilizers in order to lower the environmental impact of conventional materials and cut costs. Often considered as environmental liabilities, these industrial byproducts can have major technical benefits when used for soil stabilization projects. This integration reduces landfill use and promotes recycling, so it follows ideas of the circular economy. This chapter aims to review conventional and innovative stabilization methods, evaluate industrial waste and their stabilization procedures, compile worldwide laboratory and field case studies, and offer technical and financial evaluations. It concludes with policies, research gaps, and prospective directions.en_US
dc.description.versionPublisher's Versionen_US
dc.identifier.citationEtminan, E. (2026). Industrial wastes for soil stabilization. İçinde H. Saygın, H. V. Oral, K. Dehghanian, & T. D. Müftüoğlu (Editörler), Nature-based solutions and circularity perspectives in the built environment. (ss. 99–104). CRC Press. https://doi.org/10.1201/9781003514343-12en_US
dc.identifier.doi10.1201/9781003514343-12
dc.identifier.endpage104
dc.identifier.isbn9781040901946
dc.identifier.isbn9781032834337
dc.identifier.scopus2-s2.0-105034104817
dc.identifier.scopusqualityN/A
dc.identifier.startpage99
dc.identifier.urihttps://hdl.handle.net/11729/7326
dc.identifier.urihttps://doi.org/10.1201/9781003514343-12
dc.indekslendigikaynakScopus
dc.institutionauthorEtminan, Ehsanen_US
dc.institutionauthorid0000-0003-1490-4011
dc.language.isoenen_US
dc.peerreviewedYesen_US
dc.publicationstatusPublisheden_US
dc.publisherCRC Pressen_US
dc.relation.publicationcategoryKitap Bölümü - Uluslararasıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.sourceNature-based Solutions and Circularity Perspectives in the Built Environment: Multidisciplinary Approachesen_US
dc.subjectByproductsen_US
dc.subjectClayen_US
dc.subjectGeotechnical engineeringen_US
dc.subjectLimeen_US
dc.subjectSoil cementen_US
dc.subjectSoil mechanicsen_US
dc.subjectStabilizationen_US
dc.subjectAdding materialsen_US
dc.subjectEmbankment foundationen_US
dc.subjectEngineering methodsen_US
dc.subjectEngineering propertiesen_US
dc.subjectGeotechnicalen_US
dc.subjectIndustrial by-productsen_US
dc.subjectInfrastructure projecten_US
dc.subjectLoad-bearing capacityen_US
dc.subjectSoft claysen_US
dc.subjectSoil stabilizationen_US
dc.subjectFly ashen_US
dc.titleIndustrial wastes for soil stabilizationen_US
dc.typeBook Chapteren_US
dspace.entity.typePublicationen_US

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