Publication : Open stope stability using 3D joint networks
bul.description.provenance | nag spb | fr |
bul.rights.dateAccepPubl | 2003-01-21 | fr |
bul.rights.periodeEmbargo | P1Y | fr |
bul.rights.typeDate | datePublication | fr |
dc.contributor.author | Hadjigeorgiou, John | |
dc.contributor.author | Grenon, Martin | |
dc.date.accessioned | 2019-01-11T18:51:06Z | |
dc.date.available | 2019-01-11T18:51:06Z | |
dc.date.issued | 2003-01-21 | |
dc.description.abstract | The most popular exploitation method used in Canadian hard rock mines is open stope mining. Geomechanical design of open stopes relies on a range of analytical, numerical, and empirical tools. This paper presents an engineering approach for the analysis and the design of reinforcement for open stopes in jointed rock. The proposed methodology, illustrated by three case studies, relies on developing 3D joint network models from field data. The 3D joint networks have been successfully linked to a 3D limit equilibrium software package. The models account for the finite length of joints as well as the influence of random joints. The integrated approach facilitates comparative analyses | fr |
dc.identifier.doi | 10.1007/s00603-002-0042-0 | fr |
dc.identifier.issn | 0723-2632 | fr |
dc.identifier.uri | http://hdl.handle.net/20.500.11794/33151 | |
dc.language | eng | fr |
dc.publisher | Wien New York Springer | fr |
dc.rights | http://purl.org/coar/access_right/c_abf2 | |
dc.subject | Open stope | fr |
dc.subject | Discontinuity networks | fr |
dc.subject | Stability analysis. | fr |
dc.subject | Chantier ouvert | fr |
dc.subject.rvm | Mines | fr |
dc.subject.rvm | Stabilité | fr |
dc.subject.rvm | Modèles mathématiques | fr |
dc.subject.rvm | Tunnels -- Conception et construction | fr |
dc.title | Open stope stability using 3D joint networks | fr |
dc.type | article de recherche | |
dc.type.legacy | COAR1_1::Texte::Périodique::Revue::Contribution à un journal::Article::Article de recherche | fr |
dcterms.bibliographicCitation | Rock Mechanics and Rock Engineering, Vol. 36 (3), 183–208 (2003) | fr |
dspace.accessstatus.time | 2024-03-25 18:01:57 | |
dspace.entity.type | Publication | |
relation.isAuthorOfPublication | 365c2e61-22a8-446c-a361-be8135d35903 | |
relation.isAuthorOfPublication | 7b5076c9-f1a1-4828-9a60-fe48c9e5dc47 | |
relation.isAuthorOfPublication.latestForDiscovery | 365c2e61-22a8-446c-a361-be8135d35903 | |
relation.isResourceTypeOfPublication | 4c433ef5-3937-4530-8252-cca17d715747 | |
relation.isResourceTypeOfPublication.latestForDiscovery | 4c433ef5-3937-4530-8252-cca17d715747 | |
rioxxterms.project.funder-name | National Science and Engineering Research Council of Canada | fr |
rioxxterms.project.funder-name | Institut de recherche Robert-Sauvé en santé et en sécurité au travail | fr |
rioxxterms.version | Accepted Manuscript (AM) | fr |
rioxxterms.version-of-record | https://doi.org/10.1007/s00603-002-0042-0 | fr |
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