<?xml version="1.0"?>
<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=70520"><dc:title>Behaviour of the subway tunnel in Algiers</dc:title><dc:creator>Seriani,	Abdelbaki	(Avtor)
	</dc:creator><dc:creator>Thésard,	Kismoune	(Avtor)
	</dc:creator><dc:creator>Serradj,	Tayeb	(Avtor)
	</dc:creator><dc:creator>,	Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru	(Lastnik avtorskih pravic)
	</dc:creator><dc:subject>tunnel</dc:subject><dc:subject>equivalent material</dc:subject><dc:subject>physical modelling</dc:subject><dc:subject>supports</dc:subject><dc:subject>deformations</dc:subject><dc:subject>rupture</dc:subject><dc:subject>loosened zone</dc:subject><dc:description>Tunnel construction projects are too expensive to be approached directly without a preliminary small-scale model study and subsequent verification with a mathematical model, if needed. These studies enable to avoid unforeseen consequences which emerge at the time of the project realization. It is within this framework that we carried out our investigations. The behaviour of a subway tunnel in Algiers and the state of transition of the surrounding ground during digging are studied from an experimental point of view via a 1/20 physical model scale.</dc:description><dc:date>2007</dc:date><dc:date>2018-05-18 09:51:26</dc:date><dc:type>Znanstveno delo</dc:type><dc:identifier>70520</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>
