A Case Study: The seismic stability of a conventional upstream-raised tailings impoundment - Part 2 (analyses)
Michael James, Denise Leahy, Philip Gomes, Miguel Medina
Dans les comptes rendus d’articles de la conférence: GeoManitoba 2012: 65th Canadian Geotechnical ConferenceSession: T3B - Mining
Submit a Data Update Form for this paper
Please include this code when submitting a data update via other methods: GEO2012_327
Retrouver cet article:
Les membres de la Société canadienne de géotechnique peuvent accéder à cet article, ainsi qu'à tous les autres articles de la Conférence Géotechnique Canadienne, dans le Espace membre. Les comptes rendus d'articles sont également disponibles dans de nombreuses bibliothèques.
Citer cet article:
James, Michael, Leahy, Denise, Gomes, Philip, Medina, Miguel (2012) A Case Study: The seismic stability of a conventional upstream-raised tailings impoundment - Part 2 (analyses) in GEO2012. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{James_GEO2012_327,
author = {{James, Michael}, {Leahy, Denise}, {Gomes, Philip}, {Medina, Miguel}}
title = {A Case Study: The seismic stability of a conventional upstream-raised tailings impoundment - Part 2 (analyses)}
booktitle = {Proceedings of the 65th Canadian Geotechnical Conference}
year = {2012}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {A Case Study: The seismic stability of a conventional upstream-raised tailings impoundment - Part 2 (analyses)}
booktitle = {Proceedings of the 65th Canadian Geotechnical Conference}
year = {2012}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }