2019
DOI: 10.15446/esrj.v23n1.71879
|View full text |Cite
|
Sign up to set email alerts
|

Determination of Distance Required to Ensure Stope and Footwall-drift Non-interaction Zone based on Geological Strength Index

Abstract: In the Bakibaba Copper Mine, the longhole stoping method is used in the production of copper ore. Stability problems have occurred at times on the footwall drift due to the interaction between the footwall drift and stope. In this study, we propose a method for estimating the minimum distance necessary to ensure a non-interaction zone between the footwall drift and stope. We used the finite element method and various distances between the footwall drift and stope and the displacements over drifts as parameters… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2021
2021
2021
2021

Publication Types

Select...
2
1

Relationship

0
3

Authors

Journals

citations
Cited by 3 publications
(2 citation statements)
references
References 15 publications
0
2
0
Order By: Relevance
“…Analysis of the stability of mining excavation by numerical modeling is commonly used in the mining industry [24], [42]- [45]. In this analysis, we used the RS2 software developed by RocScience Inc. [46] to analyze the displacements and the safety factor (SF) around the excavation generated by the overhand cut and wire operating method chosen as the extraction method optimal for exploiting shallow-dip vein deposits hosted in poor quality rocks.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…Analysis of the stability of mining excavation by numerical modeling is commonly used in the mining industry [24], [42]- [45]. In this analysis, we used the RS2 software developed by RocScience Inc. [46] to analyze the displacements and the safety factor (SF) around the excavation generated by the overhand cut and wire operating method chosen as the extraction method optimal for exploiting shallow-dip vein deposits hosted in poor quality rocks.…”
Section: Methodsmentioning
confidence: 99%
“…This stability analysis proposes solutions to prevent rockfalls, one of the most severe security problems in the mining industry. These rockfalls linked to the intersection of the gallery surface and existing discontinuities in the rock mass [19], the state of the stresses (in situ stresses, and the stresses induced by the excavation of gallery) [20], [21], the convergence of land following the increase in depth [22], [23] and the interference between excavations [24].…”
Section: Introductionmentioning
confidence: 99%