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AI in Civil Engineering· 2026Q1

A deep learning-based method for enhanced prediction of long-term diaphragm wall deflections using multi-source data

Wenyuan Liu, Yu Xiao, 童立元, Hongjiang Li et al.

Short summary

A novel deep learning framework integrating construction data with historical deflections improves long-term diaphragm wall deflection prediction, reducing error accumulation common in autoregressive models.

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Key points

  • A deep learning framework fuses construction information and historical deflection data for diaphragm wall deformation prediction.
  • Dynamic construction features are integrated as auxiliary inputs to improve long-term dependency learning and reduce autoregressive errors.
  • A depth-weighted loss coefficient prioritizes accuracy in critical shallow regions, and a 1D U-Net decoder enhances spatial feature extraction.
  • The model demonstrates stable and accurate multi-step prediction performance, even for long forecasting horizons, validated on two real-world projects.

AI-generated from the title and abstract; the full text is not read.

Abstract

Abstract Machine learning-based autoregressive models are widely applied to deformation prediction of braced excavations, yet they often suffer from pronounced error accumulation and deteriorated accuracy in long-term forecasting. To address these limitations, this study proposes a multi-source information fusion framework for predicting diaphragm wall deformation that integrates construction information with historical wall-deflection data. By incorporating construction-related dynamic features as auxiliary inputs, the proposed model effectively strengthens long-term dependency learning and reduces the propagation of autoregressive errors. A depth-weighted loss coefficient is further introduced to prioritize accuracy in shallow regions where deformation is most critical, and a 1D U-Net decoder is employed to enhance profile-level reconstruction through multi-scale spatial feature extraction. The framework is validated using two deep excavation projects on Nanjing Metro Line 11. For excavation-induced deformation, the model demonstrates stable and accurate multi-step prediction performance for diaphragm wall deflection, even under long forecasting steps. Comparative analyses further confirm that the proposed fusion architecture provides superior long-term robustness under limited monitoring data. The results highlight the method’s potential as a practical tool for deformation forecasting and construction risk management in foundation pit engineering.

The authors' abstract, as published at the source. AI in Civil Engineering, 2026 · DOI ↗

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Field: Safety, Risk, Reliability and Quality

Safety, Risk, Reliability and QualityEngineering