ANALYSIS OF INTERACTION BETWEEN ROCK MASS AND LINING SUPPORT FOR ROAD TUNNEL

Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/2394

DC Field	Value	Language
dc.contributor.author	Zafirovski,Zlatko	en_US
dc.contributor.author	Moslavac,Darko	en_US
dc.contributor.author	Krakutovski,Zoran	en_US
dc.contributor.author	Jovanovski,Milorad	en_US
dc.date.accessioned	2019-07-02T13:09:18Z	-
dc.date.available	2019-07-02T13:09:18Z	-
dc.date.issued	2016-03	-
dc.identifier.isbn	ISBN 978-86-82707-30-1	-
dc.identifier.uri	http://hdl.handle.net/20.500.12188/2394	-
dc.description.abstract	The 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.iso	en	en_US
dc.publisher	UNIVERSITY OF MONTENEGRO, FACULTY OF CIVIL ENGINEERING	en_US
dc.subject	Tunnels, analysis, rock mass, ROCSUPPORT, tunnel lining support	en_US
dc.title	ANALYSIS OF INTERACTION BETWEEN ROCK MASS AND LINING SUPPORT FOR ROAD TUNNEL	en_US
dc.type	Proceeding article	en_US
dc.relation.conference	THE SIXTH INTERNATIONAL CONFERENCE CIVIL ENGINEERING - SCIENCE & PRACTICE	en_US
item.grantfulltext	open	-
item.fulltext	With Fulltext	-
Appears in Collections:	Faculty of Civil Engineering: Conference papers

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