Analysis of ground settlement caused by tunnel construction

dc.creator	Maraš-Dragojević, Snežana
dc.date.accessioned	2019-04-19T14:18:21Z
dc.date.available	2019-04-19T14:18:21Z
dc.date.issued	2012
dc.identifier.issn	0350-2465
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/441
dc.description.abstract	Prediction of ground settlement is considered as highly significant in the design of tunnels located in urban areas. 2D and 3D modelling of tunnel construction, as needed for settlement analysis, is made according to the finite-element method. The ground settlement profiles, obtained during simulation of the small-depth openface tunnel excavation in clayey-marly terrain, are presented. Settlement cross sections obtained by 2D and 3D analyses are compared.	en
dc.publisher	Croatian Association of Civil Engineers
dc.rights	openAccess
dc.rights.uri	https://creativecommons.org/licenses/by/4.0/
dc.source	Građevinar
dc.subject	tunnel	en
dc.subject	ground surface settlement	en
dc.subject	3D modelling	en
dc.subject	finite-element method	en
dc.title	Analysis of ground settlement caused by tunnel construction	en
dc.type	article
dc.rights.license	BY
dc.citation.epage	581
dc.citation.issue	7
dc.citation.other	64(7): 573-581
dc.citation.rank	M23
dc.citation.spage	573
dc.citation.volume	64
dc.identifier.doi	10.14256/JCE.675.2012
dc.identifier.fulltext	https://grafar.grf.bg.ac.rs//bitstream/id/3871/439.pdf
dc.identifier.scopus	2-s2.0-84865244928
dc.identifier.wos	000309249200004
dc.type.version	publishedVersion