Rodyti trumpą aprašą

dc.contributor.authorForsman, Juha
dc.contributor.authorMarjamäki, Tommi
dc.contributor.authorJyrävä, Harri
dc.contributor.authorLindroos, Noora
dc.contributor.authorAutiola, Merja
dc.date.accessioned2026-04-09T07:40:45Z
dc.date.available2026-04-09T07:40:45Z
dc.date.issued2016
dc.identifier.isbn9786094579578en_US
dc.identifier.issn2424-5968en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/160200
dc.description.abstractMass stabilization is soil improvement method to increase the strength and stiffness of soft soils (e.g. peat, mud, clay, silt) by using an admixed binder agent. In the demanding soil conditions of Baltic Sea region shore line and interior soft soil areas, cost effective soil improvement methods are needed in the foundation engineering and earth construction. Methods are also needed in the handling of soft and/or contaminated sediments (clay, mud, etc.), which are not allowed for off shore dumping. For these applications, mass stabilization has been proven to be a cost effective method and the effectiveness of mass stabilization has been demonstrated in laboratory and in field conditions during last decades. Especially good results have been reached with contaminated dredged sediments, which enable harbours to reuse sediments for construction. Better cost effectiveness has been achieved when by-products or waste materials have been utilized as a binder. Numerous mass stabilization projects have been carried out around the word and in the Nordic countries since beginning of 1990’s. In this article is presented: the principles of mass stabilization method, case examples of using mass stabilization in harbour and road construction projects, utilization of by-product or waste based binders and the cost effectiveness of that kind of binders.en_US
dc.format.extent7 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/160145en_US
dc.source.urihttp://bsgc2016.vgtu.lt/Abstracts/4/036.htmlen_US
dc.subjectdeep mixingen_US
dc.subjectmass stabilizationen_US
dc.subjectcontaminated sedimentsen_US
dc.subjectdredged sedimentsen_US
dc.subjectfly ashen_US
dc.subjectoil shale ashen_US
dc.subjectsoil improvementen_US
dc.titleApplications of Mass Stabilization at Baltic Sea Regionen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.alternativeGeoenvironmental engineeringen_US
dcterms.issued2016-09-24
dcterms.references14en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionRamboll Finland Oyen_US
dcterms.sourcetitle13th Baltic Sea region geotechnical conference. Historical experience and challenges of geotechnical problems in Baltic Sea region, 2016en_US
dc.identifier.eisbn9786094579561en_US
dc.identifier.eissn2424-5976en_US
dc.publisher.nameVilnius Gediminas Technical Universityen_US
dc.publisher.nameVilniaus Gedimino technikos universitetasen_US
dc.publisher.countryLithuaniaen_US
dc.publisher.countryLietuvaen_US
dc.publisher.cityVilniusen_US
dc.description.fundingorganizationRamboll Finland Oyen_US
dc.identifier.doihttp://doi.org/10.3846/13bsgc.2016.036en_US


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