Application of Artificial Neural Network for Stability Analysis of Undercut Slopes

One of the significant tasks in undercut slopes is determining the maximum stable undercut span. According to the arching effect theory, undercut excavations cause the weight of the slope to be transmitted to the adjacent stable regions of the slope, which will increase the stability of the slope. I...

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Main Authors: Hassan Sarfaraz, Mohammad Hossein Khosravi, Thirapong Pipatpongsa, Hassan Bakhshandeh Amnieh
Format: Article
Language:English
Published: University of Tehran 2021-06-01
Series:International Journal of Mining and Geo-Engineering
Subjects:
Online Access:https://ijmge.ut.ac.ir/article_77132_f6f42389bf749219d91471dd465710df.pdf
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author Hassan Sarfaraz
Mohammad Hossein Khosravi
Thirapong Pipatpongsa
Hassan Bakhshandeh Amnieh
author_facet Hassan Sarfaraz
Mohammad Hossein Khosravi
Thirapong Pipatpongsa
Hassan Bakhshandeh Amnieh
author_sort Hassan Sarfaraz
collection DOAJ
description One of the significant tasks in undercut slopes is determining the maximum stable undercut span. According to the arching effect theory, undercut excavations cause the weight of the slope to be transmitted to the adjacent stable regions of the slope, which will increase the stability of the slope. In this research, determining the maximum width of undercut slopes was examined through numerical modeling in the FLAC3D software. For this purpose, a series of undercut slope numerical models, with various slope angles, horizontal acceleration coefficients, and counterweight balance widths was conducted, and the results were validated using the corresponding experimental test results. The effect of each parameter on the maximum stable undercut span was investigated with an artificial neural network, where a multi-layer perceptron (MLP) model was performed. The results showed good accuracy of the proposed MLP model in the prediction of the maximum stable undercut span. In addition, a sensitivity analysis demonstrated that the dip angle and horizontal acceleration coefficient were the most and least effective input variables on the maximum stable undercut span, respectively.
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spelling doaj.art-79c14c45881f4fa3b242275b264e46f22022-12-22T00:25:03ZengUniversity of TehranInternational Journal of Mining and Geo-Engineering2345-69492021-06-015511610.22059/ijmge.2020.292606.59483277132Application of Artificial Neural Network for Stability Analysis of Undercut SlopesHassan Sarfaraz0Mohammad Hossein Khosravi1Thirapong Pipatpongsa2Hassan Bakhshandeh Amnieh3School of Mining Engineering, College of Engineering, University of Tehran,Tehran, IranSchool of Mining Engineering, College of Engineering, University of Tehran,Tehran, IranDepartment of Urban Management, Kyoto University, JapanSchool of Mining Engineering, College of Engineering, University of Tehran,Tehran, IranOne of the significant tasks in undercut slopes is determining the maximum stable undercut span. According to the arching effect theory, undercut excavations cause the weight of the slope to be transmitted to the adjacent stable regions of the slope, which will increase the stability of the slope. In this research, determining the maximum width of undercut slopes was examined through numerical modeling in the FLAC3D software. For this purpose, a series of undercut slope numerical models, with various slope angles, horizontal acceleration coefficients, and counterweight balance widths was conducted, and the results were validated using the corresponding experimental test results. The effect of each parameter on the maximum stable undercut span was investigated with an artificial neural network, where a multi-layer perceptron (MLP) model was performed. The results showed good accuracy of the proposed MLP model in the prediction of the maximum stable undercut span. In addition, a sensitivity analysis demonstrated that the dip angle and horizontal acceleration coefficient were the most and least effective input variables on the maximum stable undercut span, respectively.https://ijmge.ut.ac.ir/article_77132_f6f42389bf749219d91471dd465710df.pdfundercut slopenumerical modellingartificial neural networkmulti-layer perceptron model
spellingShingle Hassan Sarfaraz
Mohammad Hossein Khosravi
Thirapong Pipatpongsa
Hassan Bakhshandeh Amnieh
Application of Artificial Neural Network for Stability Analysis of Undercut Slopes
International Journal of Mining and Geo-Engineering
undercut slope
numerical modelling
artificial neural network
multi-layer perceptron model
title Application of Artificial Neural Network for Stability Analysis of Undercut Slopes
title_full Application of Artificial Neural Network for Stability Analysis of Undercut Slopes
title_fullStr Application of Artificial Neural Network for Stability Analysis of Undercut Slopes
title_full_unstemmed Application of Artificial Neural Network for Stability Analysis of Undercut Slopes
title_short Application of Artificial Neural Network for Stability Analysis of Undercut Slopes
title_sort application of artificial neural network for stability analysis of undercut slopes
topic undercut slope
numerical modelling
artificial neural network
multi-layer perceptron model
url https://ijmge.ut.ac.ir/article_77132_f6f42389bf749219d91471dd465710df.pdf
work_keys_str_mv AT hassansarfaraz applicationofartificialneuralnetworkforstabilityanalysisofundercutslopes
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AT thirapongpipatpongsa applicationofartificialneuralnetworkforstabilityanalysisofundercutslopes
AT hassanbakhshandehamnieh applicationofartificialneuralnetworkforstabilityanalysisofundercutslopes