dc.contributor.author | Dirgėlienė, Neringa | |
dc.contributor.author | Kordušas, Valdas | |
dc.date.accessioned | 2023-12-22T07:04:49Z | |
dc.date.available | 2023-12-22T07:04:49Z | |
dc.date.issued | 2024 | |
dc.identifier.other | (crossref_id)154238125 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/xmlui/handle/123456789/153466 | |
dc.description.abstract | The 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.format | PDF | |
dc.format.extent | p. 605-611 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.ispartofseries | Lecture Notes in Civil Engineering vol. 392 2366-2557 2366-2565 | |
dc.relation.isreferencedby | Scopus | |
dc.title | Stabilization of soil using polyurethane resin injection technology | |
dc.type | Straipsnis konferencijos darbų leidinyje Scopus DB / Paper in conference publication in Scopus DB | |
dcterms.references | 10 | |
dc.type.pubtype | P1b - Straipsnis konferencijos darbų leidinyje Scopus DB / Article in conference proceedings Scopus DB | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.institution | UAB “Geolift Baltic” | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.studydirection | E05 - Statybos inžinerija / Civil engineering | |
dc.subject.vgtuprioritizedfields | SD0101 - Pažangios statinių konstrukcijos / Smart building structures | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.en | soil stabilization | |
dc.subject.en | polyurethane resin | |
dc.subject.en | foundation sediments | |
dc.subject.en | wall cracks | |
dc.subject.en | weak soil | |
dcterms.sourcetitle | Modern Building Materials, Structures and Techniques MBMST 2023, 5-6 October, Vilnius, Lithuania | |
dc.publisher.name | Springer | |
dc.publisher.city | Cham | |
dc.identifier.doi | 154238125 | |
dc.identifier.doi | 2-s2.0-85175980215 | |
dc.identifier.doi | 85175980215 | |
dc.identifier.doi | 0 | |
dc.identifier.doi | 10.1007/978-3-031-44603-0_62 | |
dc.identifier.elaba | 182607093 | |