A Synthesis of Computational and Experimental Approaches of Evaluating Chemical, Physical, and Mechanistic Properties of Asphalt Binders

<div>Deformation over time of perpetua (P1) and peri (P2) phases under a creep load of 5 nanonewtons for unaged (a) and aged (b) asphalt samples. The figure is reproduced from Allen [<a href="/journals/ace/2019/1795958/#B33">33</a>] (under the creative commons attribution license/public domain).</div>

Advances in Civil Engineering

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Figure 26

Figure 26: A Synthesis of Computational and Experimental Approaches of Evaluating Chemical, Physical, and Mechanistic Properties of Asphalt Binders 