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dc.contributor.authorAmundsen, Helene Alexandra
dc.contributor.authorThakur, Vikas Kumar Singh
dc.date.accessioned2018-02-19T12:36:45Z
dc.date.available2018-02-19T12:36:45Z
dc.date.created2017-11-21T14:09:20Z
dc.date.issued2017
dc.identifier.isbn978-89-952197-5-1
dc.identifier.urihttp://hdl.handle.net/11250/2485678
dc.description.abstractEffects of storage on low plasticity sensitive soft clay were studied by means of laboratory tests. The 54 mm fixed piston sampler was used, and the samples were stored in stainless steel tubes. When comparing the preliminary results on fall-cone and triaxial tests performed shortly after sampling and the following months, it is observed that there is a decrease in the undisturbed shear strength. In addition, storage reduces the measured preconsolidation pressure together with the constrained modulus. It is therefore recommended to carry out the triaxial and oedometer testing as soon as possible after the sampling. However, determination of the remoulded strength, water content and Atterberg limits may be delayed, assuming that the sample is properly sealed in the tube.nb_NO
dc.language.isoengnb_NO
dc.publisherInternational Society for Soil Mechanics and Geotechnical Engineeringnb_NO
dc.relation.ispartofUnearth the Future, Connect beyond. Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering
dc.titleEffects of storage on 54 mm piston samples of soft sensitive claynb_NO
dc.typeChapternb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber309-312nb_NO
dc.identifier.cristin1516711
dc.description.localcodeThis chapter will not be available due to copyright restrictions (c) 2017 by International Society for Soil Mechanics and Geotechnical Engineeringnb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal


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