Time-dependent loads on tunnel final linings

Yiouta-Mitra, P; Sofianos, AI; Gekas, S

dc.contributor.author	Yiouta-Mitra, P	en
dc.contributor.author	Sofianos, AI	en
dc.contributor.author	Gekas, S	en
dc.date.accessioned	2014-03-01T02:52:47Z
dc.date.available	2014-03-01T02:52:47Z
dc.date.issued	2010	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/36061
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-84860159536&partnerID=40&md5=ce45a32b9fdb86207be9e22c510dbacd	en
dc.subject.other	Circular opening	en
dc.subject.other	Geomaterials	en
dc.subject.other	Mohr-Coulomb	en
dc.subject.other	Temporary support	en
dc.subject.other	Time-dependent	en
dc.subject.other	Two-dimensional plane strain model	en
dc.subject.other	Finite element method	en
dc.subject.other	Hydrostatic pressure	en
dc.subject.other	Loading	en
dc.subject.other	Materials	en
dc.subject.other	Rock mechanics	en
dc.subject.other	Tunnel linings	en
dc.title	Time-dependent loads on tunnel final linings	en
heal.type	conferenceItem	en
heal.publicationDate	2010	en
heal.abstract	An analysis concerning the influence of time-dependent loads on the final lining is carried out using the finite element method. The loading induced by a drop in the bearing capacity of temporary support system and changes in the behaviour of geomaterials caused by swelling or creep phenomena is investigated and quantified. Two-dimensional plane strain models are employed for four Mohr-Coulomb types of geomaterials representative of characteristic RMR categories with deep circular openings under hydrostatic pressure. © 2010 Taylor & Francis Group.	en
heal.journalName	Rock Mechanics in Civil and Environmental Engineering - Proceedings of the European Rock Mechanics Symposium, EUROCK 2010	en
dc.identifier.spage	363	en
dc.identifier.epage	366	en