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<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://dk.um.si/IzpisGradiva.php?id=70490"><dc:title>Suggestion about determination of the bearing capacity of piles on the basis of CPT sounding tests</dc:title><dc:creator>Pusztai,	József	(Avtor)
	</dc:creator><dc:creator>,	Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru	(Lastnik avtorskih pravic)
	</dc:creator><dc:subject>bearing capacity of piles</dc:subject><dc:subject>cone penetration test</dc:subject><dc:description>The Cone Penetration Test (CPT) is a well-recognized tool for the calculation of the ultimate bearing capacity of piles. Within the Hungarian physiographic territory, the CPT and Static Pile Load Tests of the bored (Continuous Flight Auger - CFA, protective tube) and driven (Franki) piles installed in different soils (gravel, sand and clay) were compared to determine the ultimate bearing capacity of piles by using new formulae.</dc:description><dc:date>2005</dc:date><dc:date>2018-05-15 15:35:26</dc:date><dc:type>Znanstveno delo</dc:type><dc:identifier>70490</dc:identifier><dc:language>sl</dc:language><dc:rights>Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru</dc:rights></rdf:Description></rdf:RDF>
