Abstract
The compaction quality greatly affects the in-service performance of unbound aggregate materials (UAMs); however, there still lack real-time, non-destructive, and effective indices for compaction quality assessment. This paper aimed to reveal meso-scale mechanisms of macroscopic vibratory compaction behavior and evaluate compaction quality from particle movement characteristics. A series of newly-developed laboratory vibratory plate compaction tests were conducted on UAM specimens of different gradations. The innovative self-powered, wireless sensors resembling realistic particles (termed as “SR sensors”) were placed inside UAM specimens to monitor three-dimensional (3D) particle accelerations and Euler angles during vibratory compaction. The effects of gradation and vibratory frequency on both macroscopic compaction behavior and meso-scale particle motion characteristics were analyzed. The results show that the entire vibratory compaction process can be divided into three distinct stages according to discernibly-staged particle movement patterns. The degree of compaction (DOC) of UAMs is significantly correlated with two novel particle-motion-based compaction quality indicators.
Original language | English (US) |
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Article number | 101084 |
Journal | Transportation Geotechnics |
Volume | 42 |
DOIs | |
State | Published - Sep 2023 |
Externally published | Yes |
Keywords
- Automated intelligent compaction
- Compaction quality
- Particle movement
- Unbound aggregate materials
- Vibratory compaction
ASJC Scopus subject areas
- Civil and Structural Engineering
- Transportation
- Geotechnical Engineering and Engineering Geology