Advancing Tunnel Boring Machine Performance Prediction in Massive and Highly Fractured Granite: Integrating Innovative Deep Learning and Block Model Techniques

Geotechnical Engineering Journal of the SEAGS & AGSSEA ISSN 0046-5828

Vol. 55 No. 3 September 2024

Advancing Tunnel Boring Machine Performance Prediction in Massive and Highly Fractured Granite: Integrating Innovative Deep Learning and Block Model Techniques

N. Monthanopparat and T. Tanchaisawat

ABSTRACT: Tunneling projects encounter challenges in predicting Rate of Penetration (ROP), often leading to cost overruns. This study introduces a deep learning approach, combining Deep Feed Forward (DFF) and Long-Short Term Memory (LSTM) techniques to enhance the accuracy of ROP prediction. Focused on the Mae Tang – Mae Ngad Project and its geological complexities in massive and highly fractured granite rock conditions, the research aims to improve ROP predictions. The study demonstrates substantial improvements, revealing Root Mean Square Error (RMSE) values of 0.162 (m/h) for DFF and 0.216 (m/h) for LSTM. Notably, the models exhibit enhanced performance in massive rock conditions with an RMSE of 0.110 (m/h), while highly fractured granite shows an RMSE of 0.261 (m/h). These findings underscore the potential for more precise predictions, addressing historical inaccuracies that often lead to cost overruns ranging between 50 and 900 percent. Integrating deep learning techniques proves valuable, offering a pathway for more reliable and cost-effective tunnel construction endeavors.

KEYWORDS: Tunnel Boring Machine, Deep Learning Technique, Hard Rock Tunneling, and TBM Performance Prediction Model.

DOI: 10.14456/seagj.2024.17