Numerical modeling of the underground mining stope stability considering time-dependent deformations via finite element method

Author:

Lima Marinésio Pinheiro de1ORCID,Guimarães Leonardo José do Nascimento1ORCID,Gomes Igor Fernandes1ORCID

Affiliation:

1. Universidade Federal de Pernambuco, Brasil

Publisher

FapUNIFESP (SciELO)

Reference23 articles.

1. Factors influencing stope hanging wall stability and ore dilution in narrow-vein deposits: part 1;ABDELLAH W. R. E.;Geotechnical and Geological Engineering,2020

2. Cam-Clay plasticity. Parte 9: on the anisotropy, heterogeneity, creep of shale;BORJA R. I.;Computer Methods in Applied Mechanics and Engineering,2019

3. Back analysis of over-break in a longhole open stope operating using non-linear elasto-plastic numerical modelling;CEPURITIS P. M.;In: SYMPOSIUM OF ROCK MECHANICS AND FIFTH CANADA-US ROCK MECHANICS SYMPOSIUM, 44., 2010. Proceedings [...],2010

4. Gerenciamento de risco aplicado à diluição de minério;CHARBEL P. A.,2015

5. Minimizing dilution in open stope mining with a focus on stope design and narrow vein longhole blasting;CLARK L. M.,1998

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