Ada-attention mechanism for intelligent parameter optimization in TBM rock fragmentation: A deep learning approach

Tunnel Boring Machine (TBM) rock breaking parameter optimization is a technical challenge in underground engineering. Traditional numerical simulation methods have limitations in computational efficiency and accuracy when dealing with multi-parameter coupling optimization under complex geological conditions. This study proposes a deep learning method based on the Ada-Attention mechanism for predicting and optimizing parameters such as confining pressure, penetration depth, and cutting tool spacing in TBM rock breaking processes. The method employs a hybrid attention architecture that combines global window mechanisms with local sliding windows, reducing the computational complexity of traditional self-attention mechanisms from O(n²) to O(n(w+α)). Additionally, the Newton-Gauss optimization algorithm is introduced to improve the softmax normalization process, enhancing numerical stability and convergence performance. The research constructs a prediction framework covering a temperature range from 25°C to 500°C, using 800 experimental samples for model training and validation. Experimental results show that the Ada-Attention model achieves R² values of 0.92, 0.93, and 0.94 for torque, rolling force, and specific energy predictions respectively, obtaining 2-10 times computational speedup compared to traditional Transformer architectures. Generalization capability validation demonstrates that the model exhibits high prediction accuracy in soft sedimentary rock and medium sandstone (R²>0.95), maintains moderate performance levels in hard limestone and crystalline rock (R²=0.80-0.90), while prediction accuracy decreases in complex geological environments such as composite formations and fractured rock masses. This method provides a feasible technical solution for TBM parameter optimization under complex geological conditions.

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Publication Details

Journal
Intelligent geoengineering.
Published
2025-10-09
DOI
https://doi.org/10.1016/j.ige.2025.10.001
Primary Topic
Tunneling and Rock Mechanics
Type
article
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article

Ada-attention mechanism for intelligent parameter optimization in TBM rock fragmentation: A deep learning approach

Youliang Chen, Siyu Chen, Suran Wang, Wencan Guan
Intelligent geoengineering.
Tunneling and Rock Mechanics
article

Ada-attention mechanism for intelligent parameter optimization in TBM rock fragmentation: A deep learning approach

Youliang Chen, Siyu Chen, Suran Wang, Wencan Guan
article en

Abstract

Tunnel Boring Machine (TBM) rock breaking parameter optimization is a technical challenge in underground engineering. Traditional numerical simulation methods have limitations in computational efficiency and accuracy when dealing with multi-parameter coupling optimization under complex geological conditions. This study proposes a deep learning method based on the Ada-Attention mechanism for predicting and optimizing parameters such as confining pressure, penetration depth, and cutting tool spacing in TBM rock breaking processes. The method employs a hybrid attention architecture that combines global window mechanisms with local sliding windows, reducing the computational complexity of traditional self-attention mechanisms from O(n²) to O(n(w+α)). Additionally, the Newton-Gauss optimization algorithm is introduced to improve the softmax normalization process, enhancing numerical stability and convergence performance. The research constructs a prediction framework covering a temperature range from 25°C to 500°C, using 800 experimental samples for model training and validation. Experimental results show that the Ada-Attention model achieves R² values of 0.92, 0.93, and 0.94 for torque, rolling force, and specific energy predictions respectively, obtaining 2-10 times computational speedup compared to traditional Transformer architectures. Generalization capability validation demonstrates that the model exhibits high prediction accuracy in soft sedimentary rock and medium sandstone (R²>0.95), maintains moderate performance levels in hard limestone and crystalline rock (R²=0.80-0.90), while prediction accuracy decreases in complex geological environments such as composite formations and fractured rock masses. This method provides a feasible technical solution for TBM parameter optimization under complex geological conditions.

Intelligent geoengineering.Vol. 2(4)
Tongji University (CN), University of Shanghai for Science and Technology (CN), Shenzhen University (CN), UNSW Sydney (AU), Bauhaus-Universität Weimar (DE), RWTH Aachen University (DE)
Openalex Percentile: Top 70%
Tunneling and Rock Mechanics
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