HEAL DSpace

An analytical model for deep tunnels with radial reinforcement

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dc.contributor.author Antonopoulos, DN en
dc.contributor.author Papadopoulos, CT en
dc.contributor.author Vardoulakis, I en
dc.date.accessioned 2014-03-01T02:48:45Z
dc.date.available 2014-03-01T02:48:45Z
dc.date.issued 1999 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/34073
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0033506241&partnerID=40&md5=2e40aa2413c273fe53bb709b222c24aa en
dc.subject Interfaces en
dc.subject Monoparametric models en
dc.subject Radial convergence en
dc.subject Rock-nailing en
dc.subject Tunnel design en
dc.subject.other conference proceedings en
dc.subject.other model en
dc.subject.other reinforcement en
dc.subject.other rockfall en
dc.subject.other tunnel en
dc.title An analytical model for deep tunnels with radial reinforcement en
heal.type conferenceItem en
heal.publicationDate 1999 en
heal.abstract An analytical model for rock nailing of deep tunnels is presented. The nail action is taken into account as a body force. Two mechanisms for the mobilization of the nail action are examined. The first one considers an elastic rock-nail interface using as compound stiffness the nail axial stiffness plus the bond stiffness. The second one considers a plastic rock-nail interface using a friction law. The radial convergence is used as a criterion for the effectiveness of nailing. The influence of the nailing configuration and the stiffness parameter on the radial convergence is examined. The use of the elastic interface model is suggested for low convergence tunnel design. For high convergence tunnel design the plastic interface model is more suitable. en
heal.publisher A.A.Balkema en
heal.journalName Geotechnical engineering for transportation infrastructure. Proceedings of the 12th European conference on soil mechanics and geotechincal engineering, Amsterdam, June 1999. Vol. 3. en
dc.identifier.spage 1955 en
dc.identifier.epage 1962 en


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