<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-KESN5PJT</identifier><date>2011</date><creator>Oreste, Pierpaolo</creator><relation>documents/doc/K/URN_NBN_SI_doc-KESN5PJT_001.pdf</relation><relation>documents/doc/K/URN_NBN_SI_doc-KESN5PJT_001.txt</relation><format format_type="issue">2</format><format format_type="volume">8</format><format format_type="type">article</format><format format_type="extent">str. 56-65</format><identifier identifier_type="ISSN">1854-0171</identifier><identifier identifier_type="COBISSID">262546432</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-KESN5PJT</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">geotehnika</subject><subject language_type_id="slv">modeli</subject><subject language_type_id="slv">ojačitev</subject><subject language_type_id="slv">palice iz steklenih vlaken</subject><subject language_type_id="slv">predori</subject><subject language_type_id="slv">statika</subject><title>The stability of the excavation face of shallow civil and mining tunnels</title></Record>