A Feasibility Study on The Implementation of Neural Network Classifiers for Open Stope Design

Author:

Adoko Amoussou CoffiORCID,Saadaari Festus,Mireku-Gyimah Daniel,Imashev Askar

Abstract

AbstractAssessing the stability of stopes is essential in open stope mine design as unstable hangingwalls and footwalls lead to sloughing, unplanned stope dilution, and safety concerns compromising the profitability of the mine. Over the past few decades, numerous empirical tools have been developed to dimension open stope in connection with its stability, using the stability graph method. However, one of the principal limitations of the stability graph method is to objectively determine the boundary of the stability zones, and gain a clear probabilistic interpretation of the graph. To overcome this issue, this paper aims to explore the feasibility of artificial neural network (ANN) based classifiers for the design of open stopes. A stope stability database was compiled and included the stope dimensions, rock mass properties, and the stope stability conditions. The main parameters included the modified stability number (N’), and the stope stability conditions (stable, unstable, and failed), and hydraulic radius (HR). A feed-forward neural network (FFNN) classifier containing two hidden layers (110 neurons each) was employed to identify the stope stability conditions. Overall, the outcome of the analysis showed good agreement with the field data; most stope surfaces were correctly predicted with an average accuracy of 91%. This shows an improvement over using the existing stability graph method. In addition, for a better interpretation of the results, the associated probability of occurrence of stable, unstable, or caved stope was determined and shown in iso-probability contour charts which were compared with the stability graph. The proposed FFNN-based classifier outperformed the conventional stability graph method in terms of accuracy and better prabablistic interpretation. It is suggested that the classifier could be a reliable tool that can complement the conventional stability graph for the design of open stopes.

Funder

Nazarbayev University

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference31 articles.

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2. Adoko AC, Vallejos J, Trueman R (2020) Stability assessment of underground mine stopes subjected to stress relaxation. Mining Technology: Transactions of the Institute of Mining and Metallurgy 129:30–39. https://doi.org/10.1080/25726668.2020.1721995

3. Capes, G.W. 2009. Open stope hangingwall design based on general and detailed data collection in rock masses with unfavourable hangingwall conditions. NR62618 Ph.D., The University of Saskatchewan (Canada).

4. Cepuritis, P.M., Villaescusa, E., Beck, D.A. & Varden, R. 2010. Back Analysis of Over-break In a Longhole Open Stope Operation Using Non-linear Elasto-Plastic Numerical Modelling. 44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium. American Rock Mechanics Association, Salt Lake City, Utah, 11.

5. Clark, L.M. 1998. Minimizing dilution in open stope mining with a focus on stope design and narrow vein longhole blasting. Master of Applied Science MSc Thesis, University of British Columbia.

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