CPT in bridge foundation and embankment design

dc.contributor.author	Braaten, Anne
dc.contributor.author	Oset, Frode
dc.contributor.author	Vaslestad, Jan
dc.date.accessioned	2014-01-21T07:52:57Z
dc.date.available	2014-01-21T07:52:57Z
dc.date.issued	1995-08
dc.identifier.uri	http://hdl.handle.net/11250/190215
dc.description.abstract	The 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.iso	eng	no_NO
dc.publisher	Vegdirektoratet	no_NO
dc.relation.ispartofseries	Intern rapport;1788
dc.subject	Tester	no_NO
dc.subject	Fyllinger	no_NO
dc.subject	Bruer	no_NO
dc.subject	Fundamenter	no_NO
dc.title	CPT in bridge foundation and embankment design	no_NO
dc.type	Research report	no_NO
dc.source.pagenumber	9	no_NO