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dc.contributor.authorKarstunen, Minna
dc.date.accessioned2020-07-29T08:57:00Z
dc.date.available2020-07-29T08:57:00Z
dc.date.issued2014-11
dc.identifier.issn1893-1162
dc.identifier.urihttps://hdl.handle.net/11250/2670373
dc.description.abstractThe report aims to give a critical review on various ground improvement methods that involve in-situ mixing and/or injection of stabilising agents in the form of powder or slurry into soft clays. The project was initiated by Norwegian Public Roads Administration (NPRA), given the problems in Norway associated with slopes of marginal stability. The report will focus on installation methods that are applicable for ground improvement in soft sensitive clays, with the aim of identifying installation methods that minimise pore pressure build-up during installation as well as deformations. The methods considered include both dry and wet deep soil mixing and various other potential methods, including electro-osmotic injection of stabilising agents into the soft soil. Additionally, an evaluation of the achieved effect on strength parameters resulting from the use of wet slurry versus dry mixing is conducted.en_US
dc.description.sponsorshipStatens vegvesen Vegdirektorateten_US
dc.language.isoengen_US
dc.publisherStatens vegvesenen_US
dc.relation.ispartofseriesStatens vegvesens rapporter;431
dc.rightsAttribution-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/deed.no*
dc.subjectStatens vegvesen Vegdirektorateten_US
dc.subjectTrafikksikkerhet, miljø- og teknologiavdelingenen_US
dc.subjectInstallationen_US
dc.subjectGround improvementen_US
dc.subjectPore pressureen_US
dc.subjectSensitive clayen_US
dc.subjectSlope stabilityen_US
dc.titleGround improvement for marginally stable slopesen_US
dc.title.alternativeGround improvement for marginally stable slopesen_US
dc.typeReporten_US
dc.source.pagenumber37en_US


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Attribution-NoDerivatives 4.0 Internasjonal
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