Back-Analysis of Structurally Controlled Failure in an Open-Pit Mine with Machine Learning Tools

Author:

McQuillan Alison1,Mitelman Amichai2ORCID,Elmo Davide3ORCID

Affiliation:

1. Rocscience Inc., Toronto, ON M5T 1V1, Canada

2. Department of Civil Engineering, Ariel University, Ariel 4077625, Israel

3. Department of Mining Engineering, University of British Columbia, Vancouver, BC V6T 1Z4, Canada

Abstract

Over the past decades, numerical modelling has become a powerful tool for rock mechanics applications. However, the accurate estimation of rock mass input parameters remains a significant challenge. Machine learning (ML) tools have recently been integrated to enhance and accelerate numerical modelling processes. In this paper, we demonstrate the novel use of ML tools for calibrating a state-of-the-art three-dimensional (3D) finite-element (FE) model of a kinematic structurally controlled failure event in an open-pit mine. The failure event involves the detachment of a large wedge, thus allowing for the accurate identification of the geometry of the rock joints. FE models are automatically generated according to estimated ranges of joint input parameters. Subsequently, ML tools are used to analyze the synthetic data and calibrate the strength parameters of the rock joints. Our findings reveal that a relatively small number of models are needed for this purpose, rendering ML a highly useful tool even for computationally demanding FE models.

Publisher

MDPI AG

Subject

General Medicine

Reference25 articles.

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2. Mitelman, A., Yang, B., Elmo, D., and Giat, Y. (2023). Interdisciplinary Science Reviews, Taylor & Francis.

3. Wyllie, D.C., and Mah, C. (2004). Rock Slope Engineering, CRC Press.

4. Challenges in the characterisation of intact rock bridges in rock slopes;Elmo;Eng. Geol.,2018

5. A review on slope monitoring and application methods in open pit mining activities;Mohmmed;Int. J. Sci. Technol. Res.,2021

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