<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-R64JTB95</identifier><date>2008</date><creator>Škrabl, Stanislav</creator><relation>documents/doc/R/URN_NBN_SI_doc-R64JTB95_001.pdf</relation><relation>documents/doc/R/URN_NBN_SI_doc-R64JTB95_001.txt</relation><format format_type="issue">1</format><format format_type="volume">5</format><format format_type="type">article</format><format format_type="extent">str. 21-34</format><identifier identifier_type="COBISSID">12399382</identifier><identifier identifier_type="ISSN">1854-0171</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-R64JTB95</identifier><language>eng</language><publisher>Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo</publisher><source>Acta geotechnica Slovenica</source><rights>InC</rights><subject language_type_id="slv">gradbena statika</subject><subject language_type_id="slv">konstrukcije</subject><subject language_type_id="slv">mejna analiza</subject><subject language_type_id="slv">tlak</subject><subject language_type_id="slv">zemljine</subject><title>The limit values and the distribution of three-dimensional passive earth pressures</title></Record>