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A Hybrid Convolutional and Recurrent Neural Network for Multi-Sensor Pile Damage Detection with Time Series.

Juntao Wu1, M Hesham El Naggar2, Kuihua Wang1

  • 1College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China.

Sensors (Basel, Switzerland)
|February 24, 2024
PubMed
Summary
This summary is machine-generated.

This study introduces a novel multi-sensor pile damage detection (MSPDD) method using machine learning. The approach enhances automatic pile damage identification by combining traveling wave decomposition with a hybrid neural network.

Keywords:
analytical solutionconvolutional neural networkmultiple sensorspile damage detectionrecurrent neural network

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Area of Science:

  • Civil Engineering
  • Structural Health Monitoring
  • Machine Learning Applications

Background:

  • Machine learning (ML) is increasingly used for structural health monitoring (SHM).
  • Applying ML to pile damage detection (PDD) is challenging due to problem complexity.
  • Existing methods may lack the sophistication for automatic and detailed PDD.

Purpose of the Study:

  • To propose a novel multi-sensor pile damage detection (MSPDD) method.
  • To extend the application of ML algorithms for automatic PDD.
  • To enhance the accuracy and detail in classifying pile quality.

Main Methods:

  • Utilizing time-series signals from multiple sensors during pile integrity tests.
  • Processing signals with traveling wave decomposition (TWD) theory.
  • Employing a hybrid one-dimensional (1D) convolutional and recurrent neural network for multi-task identification.

Main Results:

  • The hybrid neural network successfully performs automatic multi-task identification of pile damage.
  • The model accurately analyzes time-series data from MSPDD.
  • Performance evaluation using an analytical solution-based sample set validates the model's effectiveness.

Conclusions:

  • The proposed MSPDD method effectively extends ML applications in PDD.
  • The hybrid neural network provides detailed pile quality descriptions.
  • This approach offers strong support for accurate pile quality classification.