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dc.contributor.authorKarstunen, Minna
dc.date.accessioned2015-09-29T08:21:33Z
dc.date.available2015-09-29T08:21:33Z
dc.date.issued2014
dc.identifier.isbn978-82-410-1041-5
dc.identifier.urihttp://hdl.handle.net/11250/302420
dc.descriptionNaturfareprosjektet (NIFS)nb_NO
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 Statens vegvesen, 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 built-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.nb_NO
dc.language.isoengnb_NO
dc.publisherNorges vassdrags‐ og energidirektoratnb_NO
dc.relation.ispartofseriesRapport/Norges vassdrags‐ og energidirektorat;92-2014
dc.subjectSkråningernb_NO
dc.subjectPoretrykknb_NO
dc.subjectLeirenb_NO
dc.titlePre-study: Ground improvement for marginally stable slopes: Naturfareprosjektet: Delprosjekt 6. Kvikkleirenb_NO
dc.typeResearch reportnb_NO
dc.source.pagenumber44nb_NO


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