ABAQUS-based research on the parameters of highway subgrade vibratory compaction and vibration wave propagation laws

Vibratory rollers are generally used in the process of highway subgrade compaction. In the paper, the vibratory roller-subgrade finite element model was established to simulate the field construction by using ABAQUS. We used Hilbert-Huang Transform to analyze the compaction in the field test from the time-frequency domain. By changing the parameters of the vibratory roller and the filler, the comprehensive influence of the parameters such as the elastic modulus of the filler, rolling speed, excitation force, vibration frequency and thickness of the filler on the compaction quality of the subgrade was investigated. We studied the propagation pattern of vibration waves in three-dimensional space. The study shows that the signals of different frequency bands in the Hilbert spectrum represent the compaction degrees of fillers in different zones. The peak acceleration generally decreases with the increase of horizontal and vertical distance, but there is an increase at the boundary of the vibration field. There is an optimal combination of the excitation force, vibration frequency and thickness of the filler. The vibration waves propagate in the form of an ellipsoid in three dimensions, and the amplitude decreases with distance.

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Publication Details

Journal
Scientific Reports
Published
2024-11-28
DOI
https://doi.org/10.1038/s41598-024-80357-7
Citations
5
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
1.30

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article

ABAQUS-based research on the parameters of highway subgrade vibratory compaction and vibration wave propagation laws

Hongsheng Ma, Jia Luo, C. Yang, Xianqing Xu et al.
5 citations
Scientific Reports
Geotechnical Engineering and Underground Structures
1.30
article

ABAQUS-based research on the parameters of highway subgrade vibratory compaction and vibration wave propagation laws

Hongsheng Ma, Jia Luo, C. Yang, Xianqing Xu, Ke Su, Ziqiang Liu, Mao Yue
article en
5 citations

Abstract

Vibratory rollers are generally used in the process of highway subgrade compaction. In the paper, the vibratory roller-subgrade finite element model was established to simulate the field construction by using ABAQUS. We used Hilbert-Huang Transform to analyze the compaction in the field test from the time-frequency domain. By changing the parameters of the vibratory roller and the filler, the comprehensive influence of the parameters such as the elastic modulus of the filler, rolling speed, excitation force, vibration frequency and thickness of the filler on the compaction quality of the subgrade was investigated. We studied the propagation pattern of vibration waves in three-dimensional space. The study shows that the signals of different frequency bands in the Hilbert spectrum represent the compaction degrees of fillers in different zones. The peak acceleration generally decreases with the increase of horizontal and vertical distance, but there is an increase at the boundary of the vibration field. There is an optimal combination of the excitation force, vibration frequency and thickness of the filler. The vibration waves propagate in the form of an ellipsoid in three dimensions, and the amplitude decreases with distance.

Scientific ReportsVol. 14(1)
Sichuan Highway Design and Research Institute (CN), China Academy of Railway Sciences (CN), Southwest Jiaotong University (CN)
National Natural Science Foundation of China
Climate action, Sustainable cities and communities
Openalex Percentile: Top 21%
Geotechnical Engineering and Underground Structures
1.30
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