Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (2): 539-551.doi: 10.16285/j.rsm.2023.5296

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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
  • Online:2024-02-19 Published:2024-04-01
  • Contact: SONG Ke-zhi, male, born in 1970, PhD, Professor, PhD supervisor, mainly engaged in teaching and research work on tunnels and underground engineering. E-mail:ytytskz@126.com
  • About author:PAN Qiu-jing, born in 1987, PhD, Professor, PhD supervisor, research interests: Shield tunneling mechanics and intelligent decision-making. E-mail:qiujing.pan@csu.edu.cn
  • 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