Hybrid Quantum Neural Network and Shapely Additive Explanations in Railway Track Geometry Modeling

Abstract This research investigates the application of explainable quantum machine learning (QML) for predictive maintenance in the railroad industry. By utilizing ground-penetrating radar (GPR) data to characterize subsurface track conditions (ballast fouling index, ballast thickness index, layer roughness index, and moisture likelihood index), a quantum neural network (QNN) model was developed to predict track geometry (profile and alignment) defects in a Class 3 railroad track. Shapley additive explanations (SHAP) were employed to analyze the feature importance and the model’s decision-making processes to ensure model interpretability. The QNN model correctly predicted 42 out of 55 test data points. SHAP analysis identified the ballast fouling index and layer roughness index as the most important parameters, aligning with engineering expectations.

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Publication Details

Journal
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B Mechanical Engineering
Published
2024-12-24
DOI
https://doi.org/10.1115/1.4067533
Primary Topic
Non-Destructive Testing Techniques
Type
article
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Hybrid Quantum Neural Network and Shapely Additive Explanations in Railway Track Geometry Modeling

Nii Attoh-Okine, Dengimowei D. Alabintei
1 links
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B Mechanical Engineering
Non-Destructive Testing Techniques
article

Hybrid Quantum Neural Network and Shapely Additive Explanations in Railway Track Geometry Modeling

Nii Attoh-Okine, Dengimowei D. Alabintei
article en

Abstract

Abstract This research investigates the application of explainable quantum machine learning (QML) for predictive maintenance in the railroad industry. By utilizing ground-penetrating radar (GPR) data to characterize subsurface track conditions (ballast fouling index, ballast thickness index, layer roughness index, and moisture likelihood index), a quantum neural network (QNN) model was developed to predict track geometry (profile and alignment) defects in a Class 3 railroad track. Shapley additive explanations (SHAP) were employed to analyze the feature importance and the model’s decision-making processes to ensure model interpretability. The QNN model correctly predicted 42 out of 55 test data points. SHAP analysis identified the ballast fouling index and layer roughness index as the most important parameters, aligning with engineering expectations.

ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B Mechanical EngineeringVol. 11(3)
University of Maryland, College Park (US)
Openalex Percentile: Top 75%
Non-Destructive Testing Techniques
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