{"?xml":{"@version":"1.0"},"edm:RDF":{"@xmlns:dc":"http://purl.org/dc/elements/1.1/","@xmlns:edm":"http://www.europeana.eu/schemas/edm/","@xmlns:wgs84_pos":"http://www.w3.org/2003/01/geo/wgs84_pos","@xmlns:foaf":"http://xmlns.com/foaf/0.1/","@xmlns:rdaGr2":"http://rdvocab.info/ElementsGr2","@xmlns:oai":"http://www.openarchives.org/OAI/2.0/","@xmlns:owl":"http://www.w3.org/2002/07/owl#","@xmlns:rdf":"http://www.w3.org/1999/02/22-rdf-syntax-ns#","@xmlns:ore":"http://www.openarchives.org/ore/terms/","@xmlns:skos":"http://www.w3.org/2004/02/skos/core#","@xmlns:dcterms":"http://purl.org/dc/terms/","edm:WebResource":[{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-WT5NDBYS/62073bc8-b95c-47bf-a03f-58b03e096265/PDF","dcterms:extent":"767 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-WT5NDBYS/6aefa10e-4470-4dce-90fb-6c736da4088e/TEXT","dcterms:extent":"50 KB"}],"edm:TimeSpan":{"@rdf:about":"1999-2025","edm:begin":{"@xml:lang":"en","#text":"1999"},"edm:end":{"@xml:lang":"en","#text":"2025"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:DOC-WT5NDBYS","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L"},{"@xml:lang":"sl","#text":"Acta hydrotechnica"}],"dcterms:issued":"2022","dc:creator":["Kvočka, Davor","Žagar, Dušan"],"dc:format":[{"@xml:lang":"sl","#text":"letnik:35"},{"@xml:lang":"sl","#text":"številka:62"},{"@xml:lang":"sl","#text":"str. 41-56"}],"dc:identifier":["DOI:10.15292/acta.hydro.2022.04","COBISSID_HOST:140310019","ISSN:1581-0267","URN:URN:NBN:SI:doc-WT5NDBYS"],"dc:language":"sl","dc:publisher":{"@xml:lang":"sl","#text":"Fakulteta za gradbeništvo in geodezijo"},"dc:subject":[{"@xml:lang":"en","#text":"breakwater"},{"@xml:lang":"en","#text":"BS 6349 standard"},{"@xml:lang":"en","#text":"coastal engineering"},{"@xml:lang":"en","#text":"Eurocode 7"},{"@xml:lang":"sl","#text":"Evrokod 7"},{"@xml:lang":"sl","#text":"hidrodinamične obremenitve"},{"@xml:lang":"en","#text":"hydrodynamic load"},{"@xml:lang":"sl","#text":"obalno inženirstvo"},{"@xml:lang":"en","#text":"stability"},{"@xml:lang":"sl","#text":"stabilnost"},{"@xml:lang":"sl","#text":"standard BS 6349"},{"@xml:lang":"sl","#text":"valobran"}],"dcterms:temporal":{"@rdf:resource":"1999-2025"},"dc:title":{"@xml:lang":"sl","#text":"Stabilnost vertikalnih valobranov z upoštevanjem splošnih pravil Evrokoda 7| Stability of vertical breakwaters by applying the general rules of Eurocode 7|"},"dc:description":[{"@xml:lang":"sl","#text":"Breakwaters are hydraulic structures designed to protect coastlines and coastal infrastructure, which are constantly exposed to the forces of the sea. Breakwaters are consequently subjected to a variety of hydrodynamic loads, wherefore breakwater stability must be prioritized during the breakwater design process. In this study, we examined the difference in the safety factor against overturning and sliding when the commonly used approach for calculating breakwater stability specified in BS 6349 was updated with the partial safety factors outlined in Eurocode 7. Our comparative analysis employed three different methods to calculate the hydrodynamic loads: the Sainflou method, the extended Goda method without the breakwater overtopping, and the extended Goda method with consideration of breakwater overtopping. The breakwater stability was calculated and compared for different breakwater widths, with constant wave parameters being used in all stability calculations. Within the stability calculations, we considered only overturning and sliding instability mechanisms. The obtained results show that there is no significant difference in the calculated breakwater stability coefficient between the two considered calculation procedures regardless of the method used for the calculation of the hydrodynamic loads. In order to develop a comprehensive approach for the calculation of breakwater stability based on the rules outlined in the Eurocodes, it would be necessary to determine the key processes and numerical models for calculating the stability of the foundation soil and to consider more precisely the impacts related to the breakwater shape and construction technique, construction materials, and local characteristics of the seabed"},{"@xml:lang":"sl","#text":"Valobrani so hidrotehnični objekti, namenjeni varovanju obale in obalne infrastrukture, ki so nenehno izpostavljeni delovanju morja. Posledično so izpostavljeni različnim hidrodinamičnim obremenitvam, zato je pomembno, da pri njihovem projektiranju veliko pozornost namenimo njihovi stabilnosti. V tej študiji smo preverili razliko v koeficientu varnosti prevrnitve in zdrsa valobrana, če splošno uporabljeni pristop za izračun stabilnosti valobrana, podan v standardu BS 6349, posodobimo z delnimi varnostnimi faktorji, podanimi v Evrokodu 7. V sklopu primerjalne analize smo uporabili tri različne metode za izračun hidrodinamičnih obremenitev, tj. metodo Sainflou, razširjeno metodo Goda brez možnosti prelivanja valobrana in razširjeno metodo Goda z upoštevanjem prelivanja valobrana. Stabilnost valobrana smo izračunali in primerjali za različne širine valobrana, pri čemer smo v vseh računskih primerih upoštevali konstantne parametre valovanja. Pri izračunu stabilnosti smo se omejili na preverjanje kontrole toge prevrnitve in zdrsa. Dobljeni rezultati kažejo, da ni bistvene razlike v izračunanem koeficientu stabilnosti valobrana med uporabljenima računskima postopkoma, ne glede na izbrano metodo za izračun hidrodinamičnih obremenitev. Za razvoj celovitega pristopa k izračunu stabilnosti valobrana z upoštevanjem Evrokodov bi bilo treba določiti še ključne procese in numerične modele za izračun stabilnosti temeljnih tal ter bolj natančno upoštevati vplive, povezane z obliko in principom gradnje valobrana, gradbenimi materiali in lokalnimi značilnostmi morskega dna"}],"edm:type":"TEXT","dc:type":[{"@xml:lang":"sl","#text":"znanstveno časopisje"},{"@xml:lang":"en","#text":"journals"},{"@rdf:resource":"http://www.wikidata.org/entity/Q361785"}]},"ore:Aggregation":{"@rdf:about":"http://www.dlib.si/?URN=URN:NBN:SI:DOC-WT5NDBYS","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:DOC-WT5NDBYS"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:DOC-WT5NDBYS/62073bc8-b95c-47bf-a03f-58b03e096265/PDF"},"edm:rights":{"@rdf:resource":"http://creativecommons.org/licenses/by-nc-sa/4.0/"},"edm:provider":"Slovenian National E-content Aggregator","edm:intermediateProvider":{"@xml:lang":"en","#text":"National and University Library of Slovenia"},"edm:dataProvider":{"@xml:lang":"sl","#text":"Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo"},"edm:object":{"@rdf:resource":"http://www.dlib.si/streamdb/URN:NBN:SI:DOC-WT5NDBYS/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:DOC-WT5NDBYS"}}}}