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Application of Machine Learning Techniques for the Estimation of the Safety Factor in Slope Stability Analysis

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dc.contributor.author Ahangari Nanehkaran, Yaser
dc.contributor.author Pusatli, Tolga
dc.contributor.author Chengyong, Jin
dc.contributor.author Chen, Junde
dc.contributor.author Cemiloglu, Ahmed
dc.contributor.author Azarafza, Mohammad
dc.contributor.author Derakhshani, Reza
dc.date.accessioned 2024-03-01T07:05:01Z
dc.date.available 2024-03-01T07:05:01Z
dc.date.issued 2022-11
dc.identifier.citation Ahangari Nanehkaran, Yaser,...et.al. (2022). " Application of Machine Learning Techniques for the Estimation of the Safety Factor in Slope Stability Analysis", Water (Switzerland), Vol.14, No.22. tr_TR
dc.identifier.issn 20734441
dc.identifier.uri http://hdl.handle.net/20.500.12416/7413
dc.description.abstract Slope stability is the most important stage in the stabilization process for different scale slopes, and it is dictated by the factor of safety (FS). The FS is a relationship between the geotechnical characteristics and the slope behavior under various loading conditions. Thus, the application of an accurate procedure to estimate the FS can lead to a fast and precise decision during the stabilization process. In this regard, using computational models that can be operated accurately is strongly needed. The performance of five different machine learning models to predict the slope safety factors was investigated in this study, which included multilayer perceptron (MLP), support vector machines (SVM), k-nearest neighbors (k-NN), decision tree (DT), and random forest (RF). The main objective of this article is to evaluate and optimize the various machine learning-based predictive models regarding FS calculations, which play a key role in conducting appropriate stabilization methods and stabilizing the slopes. As input to the predictive models, geo-engineering index parameters, such as slope height (H), total slope angle (β), dry density (γd), cohesion (c), and internal friction angle (φ), which were estimated for 70 slopes in the South Pars region (southwest of Iran), were considered to predict the FS properly. To prepare the training and testing data sets from the main database, the primary set was randomly divided and applied to all predictive models. The predicted FS results were obtained for testing (30% of the primary data set) and training (70% of the primary data set) for all MLP, SVM, k-NN, DT, and RF models. The models were verified by using a confusion matrix and errors table to conclude the accuracy evaluation indexes (i.e., accuracy, precision, recall, and f1-score), mean squared error (MSE), mean absolute error (MAE), and root mean square error (RMSE). According to the results of this study, the MLP model had the highest evaluation with a precision of 0.938 and an accuracy of 0.90. In addition, the estimated error rate for the MLP model was MAE = 0.103367, MSE = 0.102566, and RMSE = 0.098470. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.3390/w14223743 tr_TR
dc.rights info:eu-repo/semantics/openAccess tr_TR
dc.subject Factor of Safety tr_TR
dc.subject Machine Learning tr_TR
dc.subject Prediction tr_TR
dc.subject Slope Stability tr_TR
dc.subject Soil Slope tr_TR
dc.title Application of Machine Learning Techniques for the Estimation of the Safety Factor in Slope Stability Analysis tr_TR
dc.type article tr_TR
dc.relation.journal Water (Switzerland) tr_TR
dc.contributor.authorID 51704 tr_TR
dc.identifier.volume 14 tr_TR
dc.identifier.issue 22 tr_TR
dc.contributor.department Çankaya Üniversitesi, Fen-Edebiyat Fakültesi, Matematik Bölümü tr_TR


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