<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-I60MWAD9</identifier><date>2019</date><creator>Ghosh, Priyanka</creator><creator>Pal, Alok</creator><relation>documents/doc/I/URN_NBN_SI_doc-I60MWAD9_001.pdf</relation><relation>documents/doc/I/URN_NBN_SI_doc-I60MWAD9_001.txt</relation><format format_type="volume">16</format><format format_type="issue">2</format><format format_type="type">article</format><format format_type="extent">str. 2-11</format><identifier identifier_type="ISSN">1854-0171</identifier><identifier identifier_type="COBISSID">41343235</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-I60MWAD9</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">nosilnost</subject><subject language_type_id="slv">temeljenje</subject><subject language_type_id="slv">temelji s krili</subject><title>Nosilnost pasovnih temeljev s krili v nedreniranih pogojih s pomočjo analize zgornje mejne vrednosti</title><title>Undrained bearing capacity of a skirted strip foundation using upper-bound limit analysis</title></Record>