<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-GUFASXGH</identifier><date>2012</date><creator>Fahimifar, Ahmad</creator><creator>Zareifard, Mohammad Reza</creator><relation>documents/doc/G/URN_NBN_SI_doc-GUFASXGH_001.pdf</relation><relation>documents/doc/G/URN_NBN_SI_doc-GUFASXGH_001.txt</relation><format format_type="issue">2</format><format format_type="volume">9</format><format format_type="type">article</format><format format_type="extent">str. 37-49</format><identifier identifier_type="ISSN">1854-0171</identifier><identifier identifier_type="COBISSID">270607360</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-GUFASXGH</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">elasto-plastična analiza</subject><subject language_type_id="slv">geofizika</subject><subject language_type_id="slv">geotehnika</subject><subject language_type_id="slv">Hoek-Brownova hribina</subject><subject language_type_id="slv">numerični modeli</subject><subject language_type_id="slv">odziv tal</subject><subject language_type_id="slv">tuneli</subject><title>A new solution for shallow and deep tunnels by considering the gravitational loads</title></Record>