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dc.contributor.authorAmundsen, Helene A.
dc.contributor.authorEmdal, Arnfinn
dc.contributor.authorSandven, Rolf
dc.contributor.authorThakur, Vikas
dc.date.accessioned2018-02-19T13:39:55Z
dc.date.available2018-02-19T13:39:55Z
dc.date.created2015-11-10T12:39:18Z
dc.date.issued2015
dc.identifier.urihttp://hdl.handle.net/11250/2485713
dc.description.abstractIn central Norway, the soft clays can be extremely sensitive to disturbance during sampling and preparation for laboratory testing. In this paper a low plastic sensitive soft clay from Klett is presented. It is challenging to retrieve samples from the site and good quality samples are rare. For this study, two different laboratories participated in testing the samples taken with a downsized (160 mm) Sherbrooke block sampler. The block samples were opened in Lab. 1 and transported to the other laboratory. The observations indicate a reduction in measured preconsolidation pressure and undrained shear strength in the time delayed tests carried out at Lab. 2. The observed differences in the results from the two laboratories may be explained by the transport of samples, stress release due to delayed testing, handling of samples and dissimilarities in laboratory procedures.nb_NO
dc.language.isoengnb_NO
dc.publisherAgora Communication Inc.nb_NO
dc.relation.ispartofGeoQuebec2015 - Challenges from North to South
dc.titleOn engineering characterisation of a low plastic sensitive soft claynb_NO
dc.typeChapternb_NO
dc.description.versionpublishedVersionnb_NO
dc.identifier.cristin1287752
dc.description.localcodeThis chapter will not be available due to copyright restrictions (c) 2015 by Agora Communication Inc.nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint


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