<?xml version="1.0"?><rdf:RDF xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:edm="http://www.europeana.eu/schemas/edm/" xmlns:wgs84_pos="http://www.w3.org/2003/01/geo/wgs84_pos" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:rdaGr2="http://rdvocab.info/ElementsGr2" xmlns:oai="http://www.openarchives.org/OAI/2.0/" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:ore="http://www.openarchives.org/ore/terms/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:dcterms="http://purl.org/dc/terms/"><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-3HTBISPE/2ce7b014-0512-4855-8c53-96d3e3d3093f/PDF"><dcterms:extent>725 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-3HTBISPE/1da5ccfb-a6a5-4d0b-88b8-5b5ca3e25558/TEXT"><dcterms:extent>18 KB</dcterms:extent></edm:WebResource><edm:TimeSpan rdf:about="2000-2024"><edm:begin xml:lang="en">2000</edm:begin><edm:end xml:lang="en">2024</edm:end></edm:TimeSpan><edm:ProvidedCHO rdf:about="URN:NBN:SI:DOC-3HTBISPE"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/urn:nbn:si:spr-ihg6vo21" /><dcterms:issued>2013</dcterms:issued><dc:creator>Ni, Hao</dc:creator><dc:creator>Pan, Ying-zhong</dc:creator><dc:creator>Wang, Hong-wei</dc:creator><dc:creator>Xie, Kai-zhong</dc:creator><dc:format xml:lang="sl">letnik:47</dc:format><dc:format xml:lang="sl">številka:5</dc:format><dc:format xml:lang="sl">str. 621-626</dc:format><dc:identifier>COBISSID:1019562</dc:identifier><dc:identifier>ISSN:1580-2949</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-3HTBISPE</dc:identifier><dc:language>en</dc:language><dc:publisher xml:lang="sl">Inštitut za kovinske materiale in tehnologije</dc:publisher><dcterms:isPartOf xml:lang="sl">Materiali in tehnologije</dcterms:isPartOf><dc:subject xml:lang="sl">dinamično kompaktiranje</dc:subject><dc:subject xml:lang="en">dynamic compaction</dc:subject><dc:subject xml:lang="sl">eksplicitna analiza</dc:subject><dc:subject xml:lang="en">explicit analysis</dc:subject><dc:subject xml:lang="en">finite element method</dc:subject><dc:subject xml:lang="en">geomechanics</dc:subject><dc:subject xml:lang="sl">geomehanika</dc:subject><dc:subject xml:lang="sl">metoda končnih elementov</dc:subject><dc:subject xml:lang="en">railway foundation</dc:subject><dc:subject xml:lang="sl">utrjevanje</dc:subject><dc:subject xml:lang="sl">železniške proge</dc:subject><dc:subject rdf:resource="http://www.wikidata.org/entity/Q5318957" /><dcterms:temporal rdf:resource="2000-2024" /><dc:title xml:lang="sl">Application of infinite-element calculations for consolidating a railway foundation of blowing sand reclamation| Uporaba izračuna z neskončnimi elementi za utrditev podlage železniške proge z drobnim peskom|</dc:title><dc:description xml:lang="sl">The dynamic-compaction method was adopted for consolidating a railway foundation of blowing sand reclamation in the North Bay of Guangxi, China. Based on the physical characteristics of the sands, the parameters of the infinite-finite elements for an extended Drucker-Prager model were obtained with the soil tests. This model was used to analyze the area of dynamic compaction and the mechanical behaviors of the sands under dynamic compactions with a dynamic explicit analysis. By comparing the test results, we demonstrated that dynamic compaction was an effective method for a railway foundation of blowing sand reclamation, and the numerical-analysis model based on the infinite-element method was a very powerful tool used in the actual conditions, having no boundary reflection under dynamic compactions</dc:description><dc:description xml:lang="sl">Za utrditev podlage železniške proge v North Bay, Guangxi, Kitajska, je bila uporabljena dinamična metoda kompaktiranja. Na podlagi fizikalnih lastnosti peskov in preizkusov tal so bili dobljeni parametri neskončno-končnih elementov za razširjeni Drucker-Pragerjev model. Tak model in dinamična eksplicitna analiza sta bila uporabljena za analizo področja dinamičnega kompaktiranja in mehanskih lastnosti peska pri dinamičnem kompaktiranju. S primerjavo rezultatov preizkusov smo pokazali, da je dinamično kompaktiranje peska učinkovita metoda za utrjevanje podlage železniške proge. Model za numerično analizo, ki temelji na metodi končnih elementov, je močno orodje brez omejitev v realnih razmerah dinamičnega kompaktiranja</dc:description><edm:type>TEXT</edm:type><dc:type xml:lang="sl">znanstveno časopisje</dc:type><dc:type xml:lang="en">journals</dc:type><dc:type rdf:resource="http://www.wikidata.org/entity/Q361785" /></edm:ProvidedCHO><ore:Aggregation rdf:about="http://www.dlib.si/?URN=URN:NBN:SI:DOC-3HTBISPE"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:DOC-3HTBISPE" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:DOC-3HTBISPE/2ce7b014-0512-4855-8c53-96d3e3d3093f/PDF" /><edm:rights rdf:resource="http://rightsstatements.org/vocab/InC/1.0/" /><edm:provider>Slovenian National E-content Aggregator</edm:provider><edm:intermediateProvider xml:lang="en">National and University Library of Slovenia</edm:intermediateProvider><edm:dataProvider xml:lang="sl">Inštitut za kovinske materiale in tehnologije</edm:dataProvider><edm:object rdf:resource="http://www.dlib.si/streamdb/URN:NBN:SI:DOC-3HTBISPE/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:DOC-3HTBISPE" /></ore:Aggregation></rdf:RDF>