Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (2): 539-551.doi: 10.16285/j.rsm.2023.0296

• Geotechnical Engineering • Previous Articles     Next Articles

Prediction of tunneling-induced ground surface settlement within composite strata using multi-physics-informed neural network

PAN Qiu-jing1, WU Hong-tao1, ZHANG Zi-long1, SONG Ke-zhi2   

  1. 1. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China; 2. School of Civil Engineering, Ludong University, Yantai, Shandong 264025, China
  • Received:2023-03-09 Accepted:2023-10-07 Online:2024-02-11 Published:2024-02-07
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51978322, 52108388, 52378424), the Science and Technology Innovation Program of Hunan Province (2021RC3015) and the Natural Science Foundation of Hunan Province (2022JJ40611).

Abstract: Accurate prediction of tunneling-induced ground surface settlement is crucial for ensuring safe construction and decision-making in tunneling projects. In this study, a physics-informed neural network (PINN) model is established for predicting shield tunneling-induced stratum deformation. This model is constructed by incorporating the relationship between tunnel convergence deformation and tunneling position into a deep neural network (DNN) framework. Considering the geological characteristics of multiple strata, a multi-physics-informed neural network (MPINN) model is proposed to represent the physical information of different strata in a unified framework. The results show that the MPINN model can highly reproduce the results by the finite difference method, and can accurately predict the tunneling-induced ground surface settlements considering the complex geological information of the composite strata. Due to the integrated physical mechanism, the MPINN model is applicable to the problem of tunnel-induced ground surface settlement, and it can be employed to predict the tunneling-induced ground surface settlement under different geological and geometric conditions. Based on the measured data, the proposed MPINN model accurately predicts the ground surface settlement curve of the monitored cross-section, thus it can provide a reference for the prediction and early warning of ground surface settlement during tunneling process.

Key words: physics-informed neural network (PINN), shield tunnel, ground surface settlement, machine learning, data-driven and physics-informed model

CLC Number: 

  • U 25
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