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