Verification of time-temperature superposition principle for viscoplastic strains of asphalt mixtures obtained from creep-recovery tests in the low-strain regime

The creep compliances, total, and viscoplastic (VP) strains of various asphalt mixtures were determined from creep-recovery tests at different temperatures to construct their master curves. In order to ensure the reliability of the obtained results, the agreement between quantities in the time and frequency domain as well as sources of bias in testing were investigated. A viscoelastic and a VP model were used to respectively characterise the reversible and irreversible deformation of the materials. The behaviour of the specimens exerted by a constant stress at various temperatures were then predicted using independent values of the viscoelastic and VP reduced times. Owing to the good agreement between prediction and measurement, the time-temperature superposition principle in the VP domain was verified. In general, the shift factors were uncorrelated with each other. However, at elevated temperatures, the gaps between them became unimportant, enabling the extension of viscoelastic shift factors into the VP domain.

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Publication Details

Journal
Road Materials and Pavement Design
Published
2024-08-12
DOI
https://doi.org/10.1080/14680629.2024.2390156
Citations
3
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.78

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article

Verification of time-temperature superposition principle for viscoplastic strains of asphalt mixtures obtained from creep-recovery tests in the low-strain regime

Thanh-Nhan Phan, Ngoc-Hung Nguyen, Mai Lan Nguyen, H. T. Tai Nguyen et al.
3 citations
Road Materials and Pavement Design
Asphalt Pavement Performance Evaluation
0.78
article

Verification of time-temperature superposition principle for viscoplastic strains of asphalt mixtures obtained from creep-recovery tests in the low-strain regime

Thanh-Nhan Phan, Ngoc-Hung Nguyen, Mai Lan Nguyen, H. T. Tai Nguyen, Tien Tho
article en
3 citations

Abstract

The creep compliances, total, and viscoplastic (VP) strains of various asphalt mixtures were determined from creep-recovery tests at different temperatures to construct their master curves. In order to ensure the reliability of the obtained results, the agreement between quantities in the time and frequency domain as well as sources of bias in testing were investigated. A viscoelastic and a VP model were used to respectively characterise the reversible and irreversible deformation of the materials. The behaviour of the specimens exerted by a constant stress at various temperatures were then predicted using independent values of the viscoelastic and VP reduced times. Owing to the good agreement between prediction and measurement, the time-temperature superposition principle in the VP domain was verified. In general, the shift factors were uncorrelated with each other. However, at elevated temperatures, the gaps between them became unimportant, enabling the extension of viscoelastic shift factors into the VP domain.

Road Materials and Pavement DesignVol. 26(5)
Dalat University (VN), Ho Chi Minh City University of Technology and Engineering (VN), Université Gustave Eiffel (FR), Thu Dau Mot University
Bộ Giáo dục và Ðào tạo
Openalex Percentile: Top 31%
Asphalt Pavement Performance Evaluation
0.78
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Verification of time-temperature superposition principle for viscoplastic strains of asphalt mixtures obtained from creep-recovery tests in the low-strain regime — Thanh-Nhan Phan, Ngoc-Hung Nguyen, et al. · Road Materials and Pavement Design (2024) | TGRS Research Map | TGRS