journal article·2023-04-25

Self-healing master curves of bituminous binders: a non-linear viscoelastic continuum damage framework

Fabrizio Miglietta, B. Shane Underwood, Lucia Tsantilis, Orazio Baglieri, Ezio Santagata

Road Materials and Pavement Design· Volume 24· Issue sup1
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Abstract

In this paper the viscoelastic continuum damage theory was used to investigate the damage and self-healing potential of bituminous binders, considering the effects of rest temperature, thixotropy, and non-linearity. Experimental testing was carried out by using a procedure in which continuous oscillatory shear loading was imparted to the specimens with the inclusion of a single rest period under multiple temperature conditions. Quantification of self-healing included the determination of material integrity gained and damage parameter recovered after the rest period. Such parameters were calculated by excluding time-dependent and non-linear biasing effects, which were directly evaluated by means of a distinct set of experiments. Results were modelled by using the so-called self-healing master curves, constructed by applying the linear viscoelastic time-temperature shift factors. These self-healing master curves are intended to be used as straightforward tools for the prediction of the self-healing response of neat and polymer modified binders in various time-temperature combinations.
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Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Geotechnical Engineering and Underground Structures

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Land, Environment and Infrastructure Engineering, Politecnico di Torino, Torino, Italy

Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Raleigh, NC, USA

Department of Civil and Architectural Engineering, Qatar University, Doha, Qatar

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