eCite Digital Repository

A hybrid continuous-discontinuous model for predicting rock failure in mining

Citation

Liu, HY, A hybrid continuous-discontinuous model for predicting rock failure in mining, The AusIMM Bulletin - The Journal of the Australasian Institute of Mining and Metallurgy, (2) pp. 52-55. ISSN 1034-6775 (2013) [Refereed Article]


Preview
PDF
Restricted - Request a copy
280Kb
  

Copyright Statement

Copyright 2013 Australasian Institute of Mining & Metallurgy

Official URL: http://www.ausimm-bulletin.com/edition.php

Abstract

Rock failure has important applications in mining, such as mechanical fragmentation or excavation, rock blasting, slope stability and tunnel reinforcement. Correspondingly, rock failure has been one of the hottest research topics in the field of mining geomechanics during past decades. With rapid development of computational geomechanics, numerical method has become a powerful tool for predicting rock failure in mining. The existing numerical method for predicting rock failure can be classified as continuum method, discontinuum method and coupled continuum-discontinuum method.

Item Details

Item Type:Refereed Article
Keywords:rock failure, numerical modelling, hybrid model, mining
Research Division:Engineering
Research Group:Resources Engineering and Extractive Metallurgy
Research Field:Geomechanics and Resources Geotechnical Engineering
Objective Division:Construction
Objective Group:Construction Processes
Objective Field:Civil Construction Processes
Author:Liu, HY (Dr Hong Liu)
ID Code:86675
Year Published:2013
Deposited By:Engineering
Deposited On:2013-10-09
Last Modified:2014-07-23
Downloads:5 View Download Statistics

Repository Staff Only: item control page