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dc.contributor.advisorNordal, Steinarnb_NO
dc.contributor.authorKim, Yunheenb_NO
dc.date.accessioned2014-12-19T11:32:17Z
dc.date.available2014-12-19T11:32:17Z
dc.date.created2013-10-03nb_NO
dc.date.issued2013nb_NO
dc.identifier653358nb_NO
dc.identifierntnudaim:10135nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/232675
dc.description.abstractThe cone penetration test (CPTU) in silty soil in a model scale were conducted in two samples: MMT and SD sample. The thesis studies the effect of the boundary conditions (soft and rigid boundaries) and the effect of the penetration rate in the deformation pattern caused by the penetrating cone.nb_NO
dc.languageengnb_NO
dc.publisherInstitutt for bygg, anlegg og transportnb_NO
dc.titleModel scale testing of CPTU in a silty soilnb_NO
dc.typeMaster thesisnb_NO
dc.source.pagenumber150nb_NO
dc.contributor.departmentNorges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, Institutt for bygg, anlegg og transportnb_NO


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