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Numerical back-analysis of structurally controlled cave initiation and propagation at the Henderson Mine
Version 2 2024-06-04, 14:42Version 2 2024-06-04, 14:42
Version 1 2018-02-21, 16:55Version 1 2018-02-21, 16:55
conference contribution
posted on 2024-06-04, 14:42 authored by DP Sainsbury, Bre-Anne SainsburyBre-Anne Sainsbury, MP Board, DM LoringA numerical approach to cave assessment has been developed over the past 12 years, partly through funding provided by the International Caving Study (ICS) and Mass Mining Technology (MMT) Projects. Recent improvements have been made to the modeling methodology that allows the explicit representation of large, persistent geological structures within a cave-scale model. A numerical back-analysis of structurally controlled cave initiation and propagation has been conducted at the Henderson Mine to provide a validation of the modeling methodology to be used for evaluation of future caves. Evolution of the numerically derived yield zone during cave initiation and propagation provides a good match to measured TDR (Time Domain Reflectometry) breakages surrounding the 7210 Level cave volume. Interaction of the propagating cave with a weak geologic contact was required to be captured within the numerical model in order to achieve this correspondence. © 2011 ARMA, American Rock Mechanics Association.
History
Pagination
1-11Location
San Francisco, Calif.Start date
2011-06-26End date
2011-06-29ISBN-13
978-1-61839-154-4Language
engPublication classification
E Conference publication, E1.1 Full written paper - refereedCopyright notice
2011, American Rock Mechanics AssociationEditor/Contributor(s)
[Unknown]Title of proceedings
ARMA 11 : Proceedings of the 45th US Rock Mechanics / Geomechanics Symposium 2011Event
American Rock Mechanics Association. Symposium (45th : 2011 : San Francisco, Calif.)Publisher
American Rock Mechanics AssociationPlace of publication
Alexandria, Va.Series
American Rock Mechanics Association SymposiumUsage metrics
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