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  6. Research On Three-axis Vibration Characteristics And Vehicle Axle Shape Identification Of Cement Pavement Under Heavy Vehicle Loads Based On Emd-energy Decoupling Method.
  1. Home
  2. Research Domains
  3. Built Environment And Design
  4. Design
  5. Ergonomics Design
  6. Research On Three-axis Vibration Characteristics And Vehicle Axle Shape Identification Of Cement Pavement Under Heavy Vehicle Loads Based On Emd-energy Decoupling Method.

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Research on Three-Axis Vibration Characteristics and Vehicle Axle Shape Identification of Cement Pavement Under Heavy Vehicle Loads Based on EMD-Energy Decoupling Method.

Pengpeng Li1, Linbing Wang2, Songli Yang1

  • 1National Center for Materials Service Safety, University of Science and Technology Beijing, Beijing 100083, China.

Sensors (Basel, Switzerland)
|July 12, 2025

View abstract on PubMed

Summary
This summary is machine-generated.

Heavy vehicles cause significant pavement vibrations, with vertical motion being strongest. This study analyzes these dynamic responses for better pavement health monitoring and load identification.

Area of Science:

  • Civil Engineering
  • Structural Engineering
  • Transportation Engineering

Background:

  • Cement concrete pavement integrity is crucial for traffic safety and efficiency.
  • Heavy-duty vehicular traffic poses significant challenges to pavement structural health.
  • Accurate characterization of pavement dynamic responses is vital for structural health monitoring.

Purpose of the Study:

  • To examine the triaxial dynamic response of cement concrete pavements under low-speed, heavy-duty vehicle loads.
  • To analyze vibration signals using advanced signal processing techniques.
  • To establish a framework for pavement performance assessment and axle load identification.

Main Methods:

  • In situ field measurements using embedded triaxial MEMS accelerometers.
  • Data preprocessing with smoothing wavelet transform.
  • Empirical Mode Decomposition (EMD) and Short-Time Energy (STE) analysis.

Main Results:

  • Heavy, slow-moving vehicles induce substantial triaxial vibrations.
  • Vertical (Z-axis) vibrations show greater amplitude and higher dominant frequencies than horizontal axes.
  • EMD identified distinct frequency components related to impacts, structural dynamics, and system trends.
  • STE analysis revealed localized energy peaks corresponding to transient axle loads.

Conclusions:

  • The study provides a comprehensive understanding of pavement dynamic behavior under heavy loads.
  • A robust methodological framework for pavement performance assessment and axle load identification is established.
  • Findings support improved structural health monitoring and early warning systems for pavements.
Keywords:
accelerationcement concrete pavementintercorrelation analysislow-speed heavy loadstriaxial signals

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