Ве молиме користете го овој идентификатор да го цитирате или поврзете овој запис: http://hdl.handle.net/20.500.12188/2394
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dc.contributor.authorZafirovski,Zlatkoen_US
dc.contributor.authorMoslavac,Darkoen_US
dc.contributor.authorKrakutovski,Zoranen_US
dc.contributor.authorJovanovski,Miloraden_US
dc.date.accessioned2019-07-02T13:09:18Z-
dc.date.available2019-07-02T13:09:18Z-
dc.date.issued2016-03-
dc.identifier.isbnISBN 978-86-82707-30-1-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/2394-
dc.description.abstractThe principle of the method “interaction of rock and tunnel lining support”, widely used for designing tunnel constructions is presented in this paper. The reaction curve of the rock which shows the connection between the pressure of the tunnel lining support and the tunnel convergence, as the tunnel deformation versus the strength ratio of the rock mass and the local exerting is being considered. These analyses for the reaction curves of the tunnel lining support and the rock are made for a road tunnel in Macedonia, using the software package ROCSUPPORT.en_US
dc.language.isoenen_US
dc.publisherUNIVERSITY OF MONTENEGRO, FACULTY OF CIVIL ENGINEERINGen_US
dc.subjectTunnels, analysis, rock mass, ROCSUPPORT, tunnel lining supporten_US
dc.titleANALYSIS OF INTERACTION BETWEEN ROCK MASS AND LINING SUPPORT FOR ROAD TUNNELen_US
dc.typeProceeding articleen_US
dc.relation.conferenceTHE SIXTH INTERNATIONAL CONFERENCE CIVIL ENGINEERING - SCIENCE & PRACTICEen_US
item.fulltextWith Fulltext-
item.grantfulltextopen-
Appears in Collections:Faculty of Civil Engineering: Conference papers
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