MODELLING ROCK MASS IMPROVEMENT USING ROCK BOLTS

dc.contributor.author	Pruška, Jan
dc.date.accessioned	2023-01-18T14:48:20Z
dc.date.available	2023-01-18T14:48:20Z
dc.date.issued	2017
dc.identifier.citation	Acta Polytechnica. 2017, vol. 10, no. 0, p. 43-47.
dc.identifier.issn	1210-2709 (print)
dc.identifier.issn	1805-2363 (online)
dc.identifier.uri	http://hdl.handle.net/10467/105917
dc.description.abstract	Anchor support currently represents a significant reinforcing technique in underground constructions. The principles of rock bolt reinforcement action are derived from various concepts of the underground excavation stability. In recent times, rock bolt design techniques have been complemented by numerical calculations procedures. The paper describes FEM modelling of a rock bolt system for mechanical and grouted bolts.	en
dc.format.mimetype	application/pdf
dc.language.iso	eng
dc.publisher	České vysoké učení technické v Praze	cs
dc.publisher	Czech Technical University in Prague	en
dc.relation.ispartofseries	Acta Polytechnica
dc.relation.uri	https://ojs.cvut.cz/ojs/index.php/APP/article/view/4494
dc.rights	Creative Commons Attribution 4.0 International License	en
dc.rights.uri	http://creativecommons.org/licenses/by/4.0/
dc.title	MODELLING ROCK MASS IMPROVEMENT USING ROCK BOLTS
dc.type	article	en
dc.date.updated	2023-01-18T14:48:20Z
dc.identifier.doi	10.14311/APP.2017.10.0043
dc.rights.access	openAccess
dc.type.status	Peer-reviewed
dc.type.version	publishedVersion

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