Influence of Sampling Methods on the Accuracy of Machine Learning Predictions Used for Strain-Dependent Slope Stability

Author:

Shakya Sudan1ORCID,Schmüdderich Christoph1ORCID,Machaček Jan2ORCID,Prada-Sarmiento Luis Felipe3ORCID,Wichtmann Torsten1ORCID

Affiliation:

1. Chair of Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Department of Civil and Environmental Engineering, Ruhr-Universität Bochum, 44801 Bochum, Germany

2. Department of Civil and Environmental Engineering, Institute of Geotechnics, Technische Universität Darmstadt, 64289 Darmstadt, Germany

3. Department of Civil and Architectural Engineering, Aarhus University, DK-8200 Aarhus, Denmark

Abstract

Supervised machine learning (ML) techniques have been widely used in various geotechnical applications. While much attention is given to the ML techniques and the specific geotechnical problem being addressed, the influence of sampling methods on ML performance has received relatively less scrutiny. This study applies supervised ML to the strain-dependent slope stability (SDSS) method for the prediction of the factor of safety (FoS) using hypoplasticity. It delves into different sampling strategies for training the ML model, emphasizing predictions of soil behavior in lower stress ranges. A novel sampling method is introduced to ensure a more representative distribution of samples in these ranges, which is challenging to achieve through traditional sampling approaches. The ML models were trained using traditional and modified sampling methods. Subsequently, slope stability analyses using SDSS were conducted with ML models trained from six different sampling methods. The results illustrate the impact of sampling methods on the FoS. Besides a noticeable improvement in predictions of shear stresses within the lower stress ranges, a decisive effect on the overall FoS was observed as well.

Publisher

MDPI AG

Reference56 articles.

1. Modular Neural Networks for Predicting Settlements during Tunneling;Shi;J. Geotech. Geoenviron. Eng.,1998

2. Neural network based prediction of ground surface settlements due to tunnelling;Kim;Comput. Geotech.,2001

3. Response of building to shallow tunnel excavation in different types of soil;Zhao;Comput. Geotech.,2019

4. Nonlinear modelling in geotechnical engineering using neural networks;Goh;Trans. Inst. Eng. Aust. Civ. Eng.,1994

5. Back-propagation neural networks for modeling complex systems;Goh;Artif. Intell. Eng.,1995

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