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dc.contributor.authorBraaten, Anne
dc.contributor.authorOset, Frode
dc.contributor.authorVaslestad, Jan
dc.date.accessioned2014-01-21T07:52:57Z
dc.date.available2014-01-21T07:52:57Z
dc.date.issued1995-08
dc.identifier.urihttp://hdl.handle.net/11250/190215
dc.description.abstractThe cone penetration test (CPT) has proved to be a valuable tool in obtaining design parameters for foundations especially in silty and sandy soils, and even in clay. This paper is submitted to the international symposium CPT'95 in Linkjøping, Sweden. It shows a few cases where CPT interpretations are compared with laboratory test results, and design calculations based on CPTs are compared with field observations and other design methods.no_NO
dc.language.isoengno_NO
dc.publisherVegdirektoratetno_NO
dc.relation.ispartofseriesIntern rapport;1788
dc.subjectTesterno_NO
dc.subjectFyllingerno_NO
dc.subjectBruerno_NO
dc.subjectFundamenterno_NO
dc.titleCPT in bridge foundation and embankment designno_NO
dc.typeResearch reportno_NO
dc.source.pagenumber9no_NO


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