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Reclaimed Asphalt Pavement - Virgin Binder Diffusion in Asphalt Mixes

机译:再生沥青路面 - 沥青混合物中的原始粘合剂扩散

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An important factor when Reclaimed Asphalt Pavement (RAP) is considered for new hot mix asphalt is the blending between RAP and virgin binders to ensure pavement resistance to moisture damage, permanent deformation, and cracking. It is shown, that RAP-virgin binder diffusion in RAP mixes follows the same scientific concept as observed previously for extracted RAP-virgin binder diffusion alone. The diffusion takes considerable amount of time even at elevated temperature. Nevertheless, virtually all RAP binder can be homogenized with virgin binder. A simulation of diffusion during realistic mix production, storage, and paving temperatures was performed. It was demonstrated that binder diffusion may not be completed by the time the pavement construction is completed. Low extent of blending between RAP and virgin binder can result in lower mix stiffness when compared to that expected based on blending charts in AASHTO M 323. Prolonged silo storage at elevated temperature can assist binder blending, however, mix hardening due to binder oxidation, evaporation and aggregate absorption can be significant. The outcomes of the study are based on laboratory testing of small mix specimens. Due to high variability of testing, the conclusions from this study should be verified for variety of mix designs and eventually by a field study.
机译:回收沥青路面(RAP)的一个重要因素被认为是新的热混合物沥青是RAP和维珍粘合剂之间的混合,以确保耐水分损伤,永久变形和开裂的路面抗性。结果表明,RAP混合中的RAP - 原始粘合剂扩散遵循相同的科学概念,如先前所观察到的用于提取的RAP - 原始粘合剂扩散。即使在升高的温度下,扩散也需要大量的时间。然而,几乎所有的RAP粘合剂都可以用原始粘合剂均质化。进行了现实混合生产,储存和铺路温度期间的扩散模拟。证明粘合剂扩散可能不会完成路面结构完成的时间。与基于AASHTO M 323中的混合图表相比,RAP和原始粘合剂之间的混合在较低的混合刚度时会导致较低的混合刚度。然而,升高的温度下的延长筒仓储存可以促使粘合剂混合,但由于粘合剂氧化而混合硬化,蒸发并且聚集吸收可能是显着的。该研究结果基于小型混合标本的实验室检测。由于测试的高度变化,应验证该研究的结论,用于各种混合设计,最终通过现场研究进行验证。

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