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基于图神经网络与时序模型的隧道拱顶沉降时空耦合预测方法

何欣 李怀良 杨李欣 陈柯朴 时嘉浩

物探化探计算技术2026,Vol.48Issue(4):525-533,9.
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物探化探计算技术2026,Vol.48Issue(4):525-533,9.DOI:10.12474/wthtjs.20251230-0002

基于图神经网络与时序模型的隧道拱顶沉降时空耦合预测方法

Spatiotemporal coupled prediction method for tunnel crown settlement based on graph neural networks and temporal models

何欣 1李怀良 2杨李欣 3陈柯朴 4时嘉浩3

作者信息

  • 1. 成都理工大学 机电工程学院,成都 610059
  • 2. 成都理工大学 地球物理学院,成都 610059||成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都 610059
  • 3. 成都理工大学 地球物理学院,成都 610059
  • 4. 中国水利水电第七工程局有限公司,成都 610213
  • 折叠

摘要

Abstract

Tunnel deformation during construction is jointly influenced by temporal evolution and longitudinal spatial interactions among monitoring sections,exhibiting pronounced nonlinearity and spatiotemporal coupling.To address the limitation of existing methods that predominantly model single-section time series and thus fail to capture nonlinear interactions and spatial effects between adjacent sections,this study proposes a nonlinear spatiotemporal prediction approach for tunnel deformation based on inter-section spatial correlation.A graph neural network(GNN)is used to transform engineering factors,intersection distance,groundwater conditions,and burial-depth differences into spatial correlation weights,enabling adaptive weighted aggregation of static features from neighboring sections.In parallel,a long short-term memory(LSTM)network is employed to capture long-term temporal dependencies in historical deformation records,and is fused with deformation regression for forecasting.The proposed method is validated using in situ monitoring data collected during the construction of the Moxi Tunnel.Results indicate that the method achieves excellent performance in crown settlement prediction on the test set,with a mean absolute error(MAE)of 2.47 mm,a root mean square error(RMSE)of 3.79 mm,and a coefficient of determination(R2)of 0.978.Compared with LSTM,CNN,and CNN-LSTM baselines,the proposed approach delivers substantially improved accuracy and stronger stability,providing reliable technical support for safety risk assessment during tunnel construction.

关键词

隧道工程/空间特征/时空预测/变形预测

Key words

tunnel engineering/spatial feature/spatio-temporal prediction/deformation prediction

分类

交通工程

引用本文复制引用

何欣,李怀良,杨李欣,陈柯朴,时嘉浩..基于图神经网络与时序模型的隧道拱顶沉降时空耦合预测方法[J].物探化探计算技术,2026,48(4):525-533,9.

基金项目

四川省青年科学基金1001-1749B1001-1749类(2026NSFSC1134) (2026NSFSC1134)

物探化探计算技术

1001-1749

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