Influence of the undercut height on the behaviour of pillars at the extraction level in block and panel caving operations

Author(s): 
Esteban Hormazabal, Rodolfo Alvarez, Andrea Russo and Diego Acevedo
Date: 
Monday, October 15, 2018
First presented: 
Caving 2018
Type: 
Published paper
Category: 
Rock Mechanics

Definition of the undercutting geometry and size is an essential aspect of the design of a block and panel caving operation. Both geometry and size need to be properly established to guarantee the initiation and the development of sustainable propagation of the caving process in a rock mass. Although the required extent of the undercut in the horizontal directions needed for caving management and to avoid damage to pillars has been studied in some detail, the required height of the flat undercut has not received similar attention. Few existing studies suggest that the smaller the height of the undercut, the higher the stress concentrations and, therefore, the higher the magnitude of stresses at the front or abutment of the undercut. These stress concentrations, in turn, can produce negative effects, such as damage in pillars and drifts at both the undercut level (UCL) and extraction level (EXL). This paper investigates the effect of the undercut height on the mechanical response of the rock mass and mine openings in a block caving operation. With this purpose, the problem is simulated using a three-dimensional mechanical model that considers undercut heights of 5, 10, 20 and 40 m in a typical block/panel caving operation. The model comprises the extraction level, the undercutting level and the broken material surfaces that simulate the undercutting advance. Simulation of the mining process allows one to see the effect that the assumed heights of undercut have on the stress concentrations and plastic damage in pillars at the vicinity of the caving front. Results of the numerical models are correlated with observations of pillar damage in caving layouts used at some mines in Chile.

Feature Author

Esteban Hormazabal

Esteban is a Civil Mining Engineer and holds a Master of Science (Geophysics) specialized in applied hydrogeology. He has 23 years of specific experience in geotechnical engineering, rock mechanics and geotechnical instrumentation, having worked in different mining and civil engineering projects. Additionally, he is an expert in analysis and geomechanical design of underground mining and surface excavations using 2D and 3D numerical modelling, stability analysis and slope design in open pits and waste dumps.

He has led different and important open pit and underground mining projects in Chile, Colombia, Mexico, Peru, Argentina, Uruguay and Russia.

Esteban has authored several publications and has been speaker at different national and international conferences. He is a Competent Person of the Commission for the Qualification of Competencies in Mineral Resources & Reserves of Chile (QP). He has been assistant professor of the Rock Mechanics Course at the Universidad Católica de Chile since 2013.

 

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