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Modelling dynamic loading on backfilled stopes in sublevel stoping systems

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

2 Scopus citations

Abstract

Sublevel mining methods are very popular in Canadian metal mines, which enable maximum recovery due to pillar-less mining. Ore is recovered by backfilling stopes and mining pillars after curing of backfilled stopes. Backfill material must be engineered to avoid backfill failure leading to dilution of precious ore. Current practice of designing backfill includes only gravity loading (static) on backfill. In reality, backfill is loaded by static and dynamic loads during extraction of adjacent pillars. The static load is due to weight of the backfill and dynamic loading is due to blasting and sudden loss of confinement. It is believed that dynamic loading on backfill must have an influence on backfill stability. This paper presents FLAC3D modelling results of static loading due to gravity and dynamic loading on backfill due to loss of confinement and blasting. The CRF stope is subjected to blast vibrations. The numerical modelling results are compared with the cavity monitoring survey (CMS) profiles of a case study thus validating the modelling technique.

Original languageEnglish
Title of host publicationRock Characterisation, Modelling and Engineering Design Methods - Proceedings of the 3rd ISRM SINOROCK 2013 Symposium
Pages351-356
Number of pages6
StatePublished - 2013
Externally publishedYes
Event3rd ISRM Symposium on Rock Characterisation, Modelling and Engineering Design Methods, SINOROCK 2013 - Shanghai, China
Duration: 18 Jun 201320 Jun 2013

Publication series

NameRock Characterisation, Modelling and Engineering Design Methods - Proceedings of the 3rd ISRM SINOROCK 2013 Symposium

Conference

Conference3rd ISRM Symposium on Rock Characterisation, Modelling and Engineering Design Methods, SINOROCK 2013
Country/TerritoryChina
CityShanghai
Period18/06/1320/06/13

ASJC Scopus subject areas

  • Geology

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