<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-UU1VBJLK</identifier><date>2017</date><creator>Taskiran, Taha</creator><relation>documents/doc/U/URN_NBN_SI_doc-UU1VBJLK_001.pdf</relation><relation>documents/doc/U/URN_NBN_SI_doc-UU1VBJLK_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. 58-69</format><identifier identifier_type="ISSN">1854-0171</identifier><identifier identifier_type="COBISSID">303012864</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-UU1VBJLK</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">nezasičene zemljine</subject><subject language_type_id="slv">nosilnost temeljev</subject><subject language_type_id="slv">sukcijska trdnost</subject><subject language_type_id="slv">temelji</subject><title>An unsaturated-soils approach to the bearing capacity of foundation structures</title><title>Nosilnosti temeljev na nezasičenih zemljinah</title></Record>