Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/29761
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dc.contributor.authorZafirovski, Zlatkoen_US
dc.contributor.authorJovanovski, Miloraden_US
dc.contributor.authorSusinov, Bojanen_US
dc.contributor.authorABAZI, Seaden_US
dc.contributor.authorGACEVSKI, Vaskoen_US
dc.date.accessioned2024-03-17T19:04:32Z-
dc.date.available2024-03-17T19:04:32Z-
dc.date.issued2018-06-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/29761-
dc.description.abstract<jats:title>Abstract</jats:title><jats:p>Tunnels represent significant financial investments with challenging design, construction, and operational issues. They remain in service for extended periods of time, sometime beyond their intended service life. Hydrotechnical tunnels are often prone to repairs and rehabilitation because of the devastating effect of the water. The rehabilitation of any kind of tunnel is a complex process which involves knowledge and experts from different scientific areas. In this paper some experiences from the rehabilitation of the hydrotechnical tunnel on Saska River as a part of the mine for lead and zinc Sasa are shown.</jats:p>en_US
dc.language.isoenen_US
dc.publisherWileyen_US
dc.relation.ispartofce/papersen_US
dc.subjectHydrotechnical tunnel; Rehabilitationen_US
dc.titleExperiences from the application of remedial measures in hydrotechnical tunnel on Saska River – M. Kamenicaen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/cepa.810-
dc.identifier.urlhttps://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fcepa.810-
dc.identifier.urlhttps://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.810-
dc.identifier.volume2-
dc.identifier.issue2-3-
dc.identifier.fpage1045-
dc.identifier.lpage1050-
item.fulltextWith Fulltext-
item.grantfulltextopen-
crisitem.author.deptFaculty of Civil Engineering-
crisitem.author.deptFaculty of Civil Engineering-
Appears in Collections:Faculty of Civil Engineering: Conference papers
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