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• W2015274002 abstract "Research Article| November 01, 2012 Assessing Rock Mass Behaviour for Tunnelling VASSILIS P MARINOS VASSILIS P MARINOS Faculty of Sciences, School of Geology, Aristotle University of Thessaloniki, GR-541 24 Thessaloniki, Greece 1Corresponding author email: marinosv@geo.auth.gr Search for other works by this author on: GSW Google Scholar Environmental & Engineering Geoscience (2012) 18 (4): 327–341. https://doi.org/10.2113/gseegeosci.18.4.327 Article history first online: 02 Mar 2017 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation VASSILIS P MARINOS; Assessing Rock Mass Behaviour for Tunnelling. Environmental & Engineering Geoscience 2012;; 18 (4): 327–341. doi: https://doi.org/10.2113/gseegeosci.18.4.327 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietyEnvironmental & Engineering Geoscience Search Advanced Search Abstract In the last few decades a rapid development in almost all stages of geotechnical design for tunnels can be discerned. Analysis and computational methods are fields in which significant progress has been made. Nevertheless, regardless of the capabilities offered by the numerical tools, the results can still involve uncertainties when parameters are used directly without considering the actual failure mechanism of the rock mass in tunnelling. This work analyzes the procedure that treats tunnel behaviour type as fundamental information for the excavation and support measures. The research is based on the analysis of design and construction data from 62 non-urban tunnels of the Egnatia Highway in Northern Greece. Within this framework, one classification scheme and one detailed characterization scheme for assessing the rock mass behaviour in tunnelling are presented. The understanding of the failure mechanism enables the selection of the appropriate design parameters and the definition of the support philosophy. Support principles for every behaviour type are proposed. You do not have access to this content, please speak to your institutional administrator if you feel you should have access." @default.
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• W2015274002 title "Assessing Rock Mass Behaviour for Tunnelling" @default.
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