{"?xml":{"@version":"1.0"},"edm: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"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-3HTBISPE/1da5ccfb-a6a5-4d0b-88b8-5b5ca3e25558/TEXT","dcterms:extent":"18 KB"}],"edm:TimeSpan":{"@rdf:about":"2000-2024","edm:begin":{"@xml:lang":"en","#text":"2000"},"edm:end":{"@xml:lang":"en","#text":"2024"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:DOC-3HTBISPE","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/urn:nbn:si:spr-ihg6vo21"},{"@xml:lang":"sl","#text":"Materiali in tehnologije"}],"dcterms:issued":"2013","dc:creator":["Ni, Hao","Pan, Ying-zhong","Wang, Hong-wei","Xie, Kai-zhong"],"dc:format":[{"@xml:lang":"sl","#text":"letnik:47"},{"@xml:lang":"sl","#text":"številka:5"},{"@xml:lang":"sl","#text":"str. 621-626"}],"dc:identifier":["COBISSID:1019562","ISSN:1580-2949","URN:URN:NBN:SI:doc-3HTBISPE"],"dc:language":"en","dc:publisher":{"@xml:lang":"sl","#text":"Inštitut za kovinske materiale in tehnologije"},"dc:subject":[{"@xml:lang":"sl","#text":"dinamično kompaktiranje"},{"@xml:lang":"en","#text":"dynamic compaction"},{"@xml:lang":"sl","#text":"eksplicitna analiza"},{"@xml:lang":"en","#text":"explicit analysis"},{"@xml:lang":"en","#text":"finite element method"},{"@xml:lang":"en","#text":"geomechanics"},{"@xml:lang":"sl","#text":"geomehanika"},{"@xml:lang":"sl","#text":"metoda končnih elementov"},{"@xml:lang":"en","#text":"railway foundation"},{"@xml:lang":"sl","#text":"utrjevanje"},{"@xml:lang":"sl","#text":"železniške proge"},{"@rdf:resource":"http://www.wikidata.org/entity/Q5318957"}],"dcterms:temporal":{"@rdf:resource":"2000-2024"},"dc:title":{"@xml:lang":"sl","#text":"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:description":[{"@xml:lang":"sl","#text":"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"},{"@xml:lang":"sl","#text":"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"}],"edm:type":"TEXT","dc:type":[{"@xml:lang":"sl","#text":"znanstveno časopisje"},{"@xml:lang":"en","#text":"journals"},{"@rdf:resource":"http://www.wikidata.org/entity/Q361785"}]},"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:intermediateProvider":{"@xml:lang":"en","#text":"National and University Library of Slovenia"},"edm:dataProvider":{"@xml:lang":"sl","#text":"Inštitut za kovinske materiale in tehnologije"},"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"}}}}