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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
Summary
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.
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.

