Intelligent prediction of long-term tunnel service performance in complex strata via a deep surrogate model

Wenbo QIN , Hanbin LUO , Yanjin LI , Qunzhou YU , Cheng ZHOU

Journal of Southeast University (English Edition) ›› 2026, Vol. 42 ›› Issue (2) : 156 -164.

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Journal of Southeast University (English Edition) ›› 2026, Vol. 42 ›› Issue (2) :156 -164. DOI: 10.3969/j.issn.1003-7985.2026.02.002
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Intelligent prediction of long-term tunnel service performance in complex strata via a deep surrogate model
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Abstract

Tunnels often traverse variable and complex strata, thereby posing significant challenges in analyzing long-term tunnel service performance. This study proposes the tunnel service performance deep surrogate model (TSP-DSM), an intelligent prediction framework designed for predicting long-term tunnel service performance under complex geological conditions. The TSP-DSM framework employs DenseNet as a deep surrogate model, extracting multilevel feature representations from tunnel geological cross-sectional diagrams and horizontal-convergence monitoring data, and adaptively learning the potential nonlinear mapping relationship between geological conditions and service performance. To increase the prediction accuracy, the model’s hyperparameters are optimized via random grid search. Experimental results demonstrate that the TSP-DSM achieves a training accuracy of 91.29%, outperforming GoogleNet by 12.79% and ResNet by 5.72%; the prediction performance achieved using grayscale images is comparable to that attained using RGB images. On test samples, which were sourced from complex strata, the TSP-DSM achieves a prediction accuracy of 78.19%, demonstrating strong generalization across various strata. A tunnel service-performance visualization map, constructed based on the intelligent prediction results, provides an intuitive basis for tunnel condition assessment and risk prediction.

Keywords

tunnel service performance / tunnel convergence / deep learning / surrogate model / intelligent prediction / complex strata

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Wenbo QIN, Hanbin LUO, Yanjin LI, Qunzhou YU, Cheng ZHOU. Intelligent prediction of long-term tunnel service performance in complex strata via a deep surrogate model. Journal of Southeast University (English Edition), 2026, 42 (2) : 156-164 DOI:10.3969/j.issn.1003-7985.2026.02.002

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References

[1]

ZHANG W G, SOMERVILLE I, PANEIRO G, et al. Design and construction of tunnels and tunnelling: Understanding the importance of geological conditions, landslide susceptibility and risk assessment[J]. Geological Journal, 2024, 59(9): 2365-2370.

[2]

FU K, QIU D H, XUE Y G, et al. TBM tunneling strata automatic identification and working conditions decision support[J]. Automation in Construction, 2024, 163: 105425.

[3]

XU Z W, ZHANG C, ZHOU S H, et al. GFNS: An OpenGL-based tool for shield tunneling simulation in 3D complex stratum[J]. Computers and Geotechnics, 2024, 167: 106111.

[4]

WANG K, XU S S, ZHONG Y J, et al. Deformation failure characteristics of weathered sandstone strata tunnel: A case study[J]. Engineering Failure Analysis, 2021, 127: 105565.

[5]

ZHANG S L, GAO J L, LIU C, et al. Model test on the collapse mechanism of subway tunnels in the soil-sand-rock composite strata[J]. Engineering Failure Analysis, 2024, 162: 108356.

[6]

YU T S, ZHANG Y X, YAN Z G. A new generation method of tunnel progressive defect status random field (TPDSRF) for subway tunnel structure[J]. Tunnelling and Underground Space Technology, 2023, 141: 105340.

[7]

LI Z Z, WANG H, CHANG X Y, et al. Prediction of surrounding rock convergence deformation of high-speed railway tunnel based on combined model[J]. Journal of Southeast University (Natural Science Edition), 2021, 51(5): 851-858. (in Chinese)

[8]

ZHANG Z G, MAO M D, ZHANG C P, et al. Analysis on viscoelastic soil consolidation settlement of fractional order induced by tunnel leakage[J]. Journal of Southeast University (Natural Science Edition), 2022, 52(3): 530-537. (in Chinese)

[9]

BELLINI MACHADO L, MASSAO FUTAI M. Tunnel performance prediction through degradation inspection and digital twin construction[J]. Tunnelling and Underground Space Technology, 2024, 144: 105544.

[10]

SHI C, WANG Y. Development of subsurface geological cross-section from limited site-specific boreholes and prior geological knowledge using iterative convolution XGBoost[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2021, 147(9): 04021082.

[11]

GAN B L, ZHANG D M, HUANG Z K, et al. Ontology-driven knowledge graph for decision-making in resilience enhancement of underground structures: Framework and application[J]. Tunnelling and Underground Space Technology, 2025, 163: 106739.

[12]

CARTER T G, BARNETT W P. Improving reliability of structural domaining for engineering projects[J]. Rock Mechanics and Rock Engineering, 2022, 55(5): 2523-2549.

[13]

GUO Z Z, QIU D H, YU Y H, et al. Analysis and prediction of nonuniform deformation in composite strata during tunnel excavation[J]. Computers and Geotechnics, 2023, 157: 105338.

[14]

QIU J T, ZHOU X J, SHEN Y S, et al. Failure mechanism of the deep-buried metro tunnel in mixed strata: Physical model test and numerical investigation[J]. Tunnelling and Underground Space Technology, 2023, 139: 105224.

[15]

LIU Z H, FANG Q, SHEN Y, et al. Two-stage surrogate modeling strategy for predicting foundation pit excavation-induced strata and tunnel deformation[J]. Tunnelling and Underground Space Technology, 2024, 151: 105845.

[16]

WANG F, ZENG J P, FANG Y B, et al. Research on the mechanism of deformation of tunnel lining structure exposed to fire based on transient thermal strain[J]. Journal of Southeast University (Natural Science Edition), 2025, 55(3): 856-863. (in Chinese)

[17]

POTTS D M. Numerical analysis: A virtual dream or practical reality?[J]. Géotechnique, 2003, 53(6): 535-573.

[18]

ZHANG J Z, PHOON K K, ZHANG D M, et al. Deep learning-based evaluation of factor of safety with confidence interval for tunnel deformation in spatially variable soil[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2021, 13(6): 1358-1367.

[19]

ZHANG J Z, PHOON K K, ZHANG D M, et al. Novel approach to estimate vertical scale of fluctuation based on CPT data using convolutional neural networks[J]. Engineering Geology, 2021, 294: 106342.

[20]

ZHANG H L, LUO F, GENG W J, et al. An efficient method for reliability analysis of high-speed railway tunnel convergence in spatially variable soil based on a deep convolutional neural network[J]. International Journal of Geomechanics, 2023, 23(11): 04023210.

[21]

QIN W B, CHEN E J, WANG F, et al. Data-driven models in reliability analysis for tunnel structure: A systematic review[J]. Tunnelling and Underground Space Technology, 2024, 152: 105928.

[22]

ALIZADEH R, ALLEN J K, MISTREE F. Managing computational complexity using surrogate models: A critical review[J]. Research in Engineering Design, 2020, 31(3): 275-298.

[23]

HUANG G, LIU Z, VAN DER MAATEN L, et al. Densely connected convolutional networks[C]// 2017 IEEE Conference on Computer Vision and Pattern Recognition (CVPR). Honolulu, HI, USA, 2017: 2261-2269.

[24]

MAO A Q, MOHRI M, ZHONG Y T. Cross-entropy loss functions: Theoretical analysis and applications[C]// International Conference on Machine Learning. Honolulu, HI, USA, 2023, 202: 23803-23828.

[25]

LOSHCHILOV I, HUTTER F. SGDR: Stochastic gradient descent with warm restarts[EB/OL]. (2016-08-13)[2025-08-10]. https://doi.org/10.48550/arXiv.1608.03983.

[26]

ZHOU C, QIN W B, LUO H B, et al. Digital twin for smart metro service platform: Evaluating long-term tunnel structural performance[J]. Automation in Construction, 2024, 167: 105713.

[27]

HE K M, ZHANG X Y, REN S Q, et al. Deep residual learning for image recognition[C]// 2016 IEEE Conference on Computer Vision and Pattern Recognition (CVPR). Las Vegas, NV, USA, 2016: 770-778.

[28]

SZEGEDY C, LIU W, JIA Y Q, et al. Going deeper with convolutions[C]// 2015 IEEE Conference on Computer Vision and Pattern Recognition (CVPR). Boston, MA, USA, 2015: 1-9.

Funding

National Natural Science Foundation of China(52192664)

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