Bibliša: Aligned Collection Search Tool

[ Log In ] [ Register ]

 Ljubojev et al., 2011, No. 18, ID: 2.2011.18.2[About]



En/De/Fr/It- (first 9 out of 102 sentences) [pdf] Srpski - (prvih 9 od 102 rečenica) [pdf]
n1DETERMINATION OF THE CROSS SECTION OF NEW KRIVELJ’S RIVER TUNNEL n1DEFINISANJE POPREČNOG PRESEKA TUNELA KRIVELJSKE REKE
n2Ljubojev Milenko, Tokalić Rade, Ignjatović Dragan, Đurđevac Ignjatović Lidija n2Ljubojev Milenko, Tokalić Rade, Ignjatović Dragan, Đurđevac Ignjatović Lidija
n3Abstract: n3Sažetak:
n4New Krivelj’s river tunnel will be made through very bad surrounding for production and stability of the premises, both, during development and for the period of use. n4Novi tunel Kriveljske reke, biće izrađen u sredini veoma nepovoljnoj za izradu i postojanost prostorije, kako tokom izrade, tako i za period korišćenja.
n5During the construction of underground objects in weak environment, in this case the future tunnel (collector), it is necessary to pay attention to the process of creating and supporting. n5Prilikom izrade podzemnih prostorija u slabim sredinama, u ovom slučaju budućeg tunela (kolektora), naročito treba obratiti pažnju na postupak izrade i podgrađivanja.
n6Shape of hydraulic tunnel cross section depends on several factors, among which are: n6Oblik poprečnog preseka hidrotehničkih tunela zavisi od više činilaca, među kojima se ističu:
n7the static condition of tunnelling linings, hydraulic working conditions of the tunnel and conditions under which will be constructed. n7statički uslovi rada obloge tunela, hidraulički uslovi rada tunela i uslovi pod mojima će se tunel izrađivati.
n8Criteria for defining the final cross section of the tunnel, which will meet all requirements, will be presented in this paper. n8U ovom radu će biti prikazani kriterijumi za definisanje konačnog poprečnog preseka tunela, koji će zadovoljiti sve postavljene zahteve.
n9Key words: n9Ključne reči: