Rock Mass Classification in TBM Tunneling using Artificial Neural Network Techniques: A Case Study from Siwalik Region of Nepal

Authors

  • Shrawan Lamsal Pashchimanchal Campus (WRC), Institute of Engineering (IoE), Pokhara, Nepal
  • Krishna Kanta Panthi Norwegian University of Science and Technology, Trondheim, Norway
  • Tek Bahadur Katuwal Norwegian University of Science and Technology, Trondheim, Norway

DOI:

https://doi.org/10.3126/jes2.v4i1.75824

Keywords:

Artificial neural network, Nepal Himalayas, Rock mass classification, TBM tunneling, SMOTE

Abstract

The Himalayan region exhibits a highly complex geological setting influenced by tectonic activities, resulting in faulted, folded, sheared, and deeply weathered rock mass. Accurate rock mass characterization is crucial for Tunnel Boring Machine (TBM) tunneling projects, particularly in the challenging geological conditions of the Nepal Himalayas. Empirical rock mass classification systems, such as the Rock Mass Rating (RMR) and Q-system, often fall short in TBM operations due to limited access to the tunnel face and the dynamic nature of TBM excavation. To address these challenges, this research employs machine learning (ML) technique to classify rock mass conditions using operational and geological data collected from the Sunkoshi Marin Diversion Multipurpose (SMDM) project in Nepal where a double-shield TBM was used to excavate the headrace tunnel. A comprehensive dataset comprising 3,173 TBM cycles, including parameters such as cutter head speed, torque, thrust, and penetration rates, were utilized for model development. An Artificial Neural Network (ANN) model was developed, trained, and optimized using grid search to identify the best hyperparameters. The Synthetic Minority Oversampling Technique (SMOTE) was applied to address the class imbalance, which significantly improved the model’s recall for Class V (poor rock mass class). Performance metrics such as accuracy, precision, recall, and F1-score were used to evaluate the model. Additionally, SHAP (Shapley Additive Explanations) analysis was conducted to interpret feature contributions for rock mass Class V, which revealed that torque and thrust had the highest influence on predicting poor rock mass conditions. This study highlights the effectiveness of ML models in improving rock mass classification, especially for underrepresented classes, and provides valuable insights for optimizing TBM operations in complex geological settings.

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Published

2025-05-30

How to Cite

Lamsal, S., Panthi, K. K., & Katuwal, T. B. (2025). Rock Mass Classification in TBM Tunneling using Artificial Neural Network Techniques: A Case Study from Siwalik Region of Nepal. Journal of Engineering and Sciences, 4(1), 26–37. https://doi.org/10.3126/jes2.v4i1.75824

Issue

Section

Research Articles