<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-L7NXQY5O</identifier><date>2017</date><creator>Patino, H.</creator><relation>documents/doc/L/URN_NBN_SI_doc-L7NXQY5O_001.pdf</relation><relation>documents/doc/L/URN_NBN_SI_doc-L7NXQY5O_001.txt</relation><format format_type="volume">14</format><format format_type="issue">2</format><format format_type="type">article</format><format format_type="extent">str. 32-45</format><identifier identifier_type="ISSN">1854-0171</identifier><identifier identifier_type="COBISSID">302998784</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-L7NXQY5O</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">efektivni konsolidacijski tok</subject><subject language_type_id="slv">geotehnika</subject><subject language_type_id="slv">granulirane zemljine</subject><subject language_type_id="slv">resonančna kolona</subject><subject language_type_id="slv">strižni modul</subject><title>Shear modulus of a saturated granular soil derived from resonant-column tests</title><title>Strižni modul zasičene granulirane zemljine iz preizkusa resonančne kolone</title></Record>