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dc.contributor.authorDirgėlienė, Neringa
dc.contributor.authorKordušas, Valdas
dc.date.accessioned2023-12-22T07:04:49Z
dc.date.available2023-12-22T07:04:49Z
dc.date.issued2024
dc.identifier.other(crossref_id)154238125
dc.identifier.urihttps://etalpykla.vilniustech.lt/xmlui/handle/123456789/153466
dc.description.abstractThe use of ground improvement technology, specifically soil injection using polyurethane resin, has gained significant attention in the construction industry for foundation sediments. This technique offers various applications in infrastructure projects and provides advantages such as preventing settlement, improving load-bearing capacity, and sealing underground structures. Traditional methods for stabilizing weak soil conditions are often time-consuming, costly, and may not produce desirable results. Polyurethane resin injection presents an alternative that requires minimal excavation, penetrates fine cracks and voids, and enhances the mechanical properties and stability of the soil. However, challenges such as achieving uniform resin distribution and accurately estimating injection volume and pressure exist. Ongoing research focuses on optimizing injection parameters, studying long-term performance, and understanding resin-soil interactions. Overall, soil injection using polyurethane resin shows promise for ground improvement and foundation stabilization, and further research is necessary to refine the technique and establish design guidelines for different soil conditions. This article provides an overview of the technology, including its properties, applications, advantages, and limitations, and presents a case study to demonstrate its effectiveness. The information presented enables engineers and construction professionals to make informed decisions about implementing this innovative technique in their projects.eng
dc.formatPDF
dc.format.extentp. 605-611
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.ispartofseriesLecture Notes in Civil Engineering vol. 392 2366-2557 2366-2565
dc.relation.isreferencedbyScopus
dc.titleStabilization of soil using polyurethane resin injection technology
dc.typeStraipsnis konferencijos darbų leidinyje Scopus DB / Paper in conference publication in Scopus DB
dcterms.references10
dc.type.pubtypeP1b - Straipsnis konferencijos darbų leidinyje Scopus DB / Article in conference proceedings Scopus DB
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionUAB “Geolift Baltic”
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.studydirectionE05 - Statybos inžinerija / Civil engineering
dc.subject.vgtuprioritizedfieldsSD0101 - Pažangios statinių konstrukcijos / Smart building structures
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.ensoil stabilization
dc.subject.enpolyurethane resin
dc.subject.enfoundation sediments
dc.subject.enwall cracks
dc.subject.enweak soil
dcterms.sourcetitleModern Building Materials, Structures and Techniques MBMST 2023, 5-6 October, Vilnius, Lithuania
dc.publisher.nameSpringer
dc.publisher.cityCham
dc.identifier.doi154238125
dc.identifier.doi2-s2.0-85175980215
dc.identifier.doi85175980215
dc.identifier.doi0
dc.identifier.doi10.1007/978-3-031-44603-0_62
dc.identifier.elaba182607093


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