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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=70523"><dc:title>Modeling of the stress-strain behavior in hard soils and soft rocks</dc:title><dc:creator>Vukadin,	Vladimir	(Avtor)
	</dc:creator><dc:creator>,	Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru	(Lastnik avtorskih pravic)
	</dc:creator><dc:subject>geomechanics</dc:subject><dc:subject>soft rocks</dc:subject><dc:subject>hard soils</dc:subject><dc:subject>stress-strain behaviour</dc:subject><dc:subject>constitutive modeling</dc:subject><dc:subject>structure</dc:subject><dc:subject>destructurization</dc:subject><dc:subject>numerical modeling</dc:subject><dc:description>The paper begins with a definition of hard soils and soft rocks (HSSR); this is followed by a short overview of the typical stress-strain behavior of HSSR. It is shown that in spite of the differences in the origin, type and strength of materials, similar stress-strain behaviors can be observed for different materials, ranging from soils to rocks. Based on this observed similarity a theoretical framework can be postulated, with which an appropriate constitutive model for HSSR can be formulated. This model includes the concepts of structure and destructurization as intrinsic material properties. A model named S_BRICK that takes into account the structure and destructurization has been developed and a comparison of this model’s predictions with laboratory results is presented.</dc:description><dc:date>2007</dc:date><dc:date>2018-05-18 10:17:12</dc:date><dc:type>Znanstveno delo</dc:type><dc:identifier>70523</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>
