Rock mass integrity grade recognition of TBM tunnel based on rock fragment image and SE-enhanced Inception-VGG19 network

Honggan Yu , Shuzhan Xu , Penghai Deng , Xin Yin , Jiquan Zi , Xiya Li , Quansheng Liu

Smart Underground Engineering ›› 2026, Vol. 2 ›› Issue (1) : 76 -92.

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Smart Underground Engineering ›› 2026, Vol. 2 ›› Issue (1) :76 -92. DOI: 10.1016/j.sue.2025.10.001
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Rock mass integrity grade recognition of TBM tunnel based on rock fragment image and SE-enhanced Inception-VGG19 network
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Abstract

The rock mass integrity is closely related to the stability of the surrounding rock in the tunnel boring machine (TBM) tunnel, and has a crucial impact on the optimization of tunnelling control parameters and support de-cisions. The current research on the perception of surrounding rock information in TBM tunnel based on rock fragment images, only roughly identifies the rock mass grade or customized class, with little attention paid to more detailed rock mass integrity. This research proposes an accurate method for recognizing the rock mass integrity grade in TBM tunnel based on the rock fragment image and Squeeze-and-Excitation (SE)-enhanced Inception-Visual Geometry Group (VGG)19 network. Firstly, the data acquisition systems are developed and the relevant data are collected. Then, the relationship between the particle size distribution of rock fragments and the rock mass integrity is analyzed. Finally, a novel SE-enhanced Inception-VGG19 (SI-VGG19) network is de-signed and a model for recognizing the rock mass integrity grade is established. The ablation experiments show that architecture and class weight optimizations can increase the F1 value of the SI-VGG19 model on the test set by 2.0% and 1.6%, respectively. The F1 value of the proposed model on the test set is as high as 0.915, which is 13.1%, 8.3%, 3.9%, 10.2%, 9.0%, 19.7%, 10.9%, and 18.0% higher than that of AlexNet, Xception, VGG19, ResNet50, InceptionV3, MobileNetV2, DenseNet121, and EfficientNetV2B3 models, respectively. Therefore, the proposed method is excellent which can provide guidance for disaster warning and construction optimization of TBM tunnel.

Keywords

Tunnel boring machine (TBM) / Rock mass integrity / Rock fragment image / Convolutional neural network / Attention mechanism

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Honggan Yu, Shuzhan Xu, Penghai Deng, Xin Yin, Jiquan Zi, Xiya Li, Quansheng Liu. Rock mass integrity grade recognition of TBM tunnel based on rock fragment image and SE-enhanced Inception-VGG19 network. Smart Underground Engineering, 2026, 2(1): 76-92 DOI:10.1016/j.sue.2025.10.001

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Declaration of competing interest

Quansheng Liu is an Editorial Board Member for this journal, and was not involved in the editorial review or the decision to publish this article. The authors declare the following personal re-lationships which may be considered as potential competing inter-ests: Jiquan Zi and Xiya Li are currently employed by Sinohydro Bu-reau 14 Co., Ltd. Other authors declare that there are no competing interests.

CRediT authorship contribution statement

Honggan Yu: Writing -review & editing, Writing -original draft, Validation, Methodology, Conceptualization. Shuzhan Xu: Writing -re-view & editing, Visualization, Software, Data curation. Penghai Deng: Validation, Investigation, Formal analysis. Xin Yin: Writing -review & editing, Visualization, Validation, Project administration, Methodology. Jiquan Zi: Validation, Investigation, Formal analysis, Data curation. Xiya Li: Visualization, Software, Resources. Quansheng Liu: Writing -review & editing, Validation, Supervision.

Acknowledgements

This research is supported by the National Natural Science Foun-dation of China (Grant No. 42507232), Natural Science Foundation of Hubei Province (Grant No. 2025AFB137), and Fundamental Research Funds for the Central Universities (Grant No. 2042024rs0001).

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