Development of a generalised creep-recovery test and a back-calculation method for determining the permanent deformation of asphalt mixtures in the time domain

Abstract

The measured strain during a creep-recovery (CR) test comprises both reversible and irreversible strains; therefore, adequate treatment is required to accurately separate them. In this paper, a generalised version of the CR test was proposed to investigate the permanent deformation behaviour of asphalt mixtures exerted by a variety of loading patterns in the time domain. The companion back-calculation algorithm was also proposed to separate with improved accuracy and repeatability the pure viscoelastic (VE) and viscoplastic (VP) strains. First, the creep compliance (CC) was back-calculated based only on the recovery data by using an approximate analytical creep compliance function of the Huet-Sayegh model as the solution function in the optimisation process. Then, the pure VE and VP strains were determined. The results show that the proposed method attains a good level of reliability although relatively short durations of the recovery period have been used.

KEYWORDS:

• Permanent deformation
• viscoplastic strain
• generalised creep-recovery test
• back-calculation
• resistance to rutting
• asphalt mixtures

Acknowledgement

This work belongs to the project [grant number T2022-148] funded by Ho Chi Minh City University of Technology and Education, Vietnam.

Disclosure statement

No potential conflict of interest was reported by the author(s).