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Climate Change Implications for Asphalt Binder Selection in Pavement Construction across Ontario

机译:安大略省路面施工中沥青粘合剂选择的气候变化影响

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The climate in Canada has warmed and will continue to warm faster in the future, which will result in more intense and frequent temperature variations. Asphalt binder selection based on the Superpave performance grade (PG) system relies on historic climatic conditions in relation to the expected in-service temperature range of the flexible pavement. In view of climate change, it is crucial to investigate the extent to which pavement surface temperatures will be affected by ambient conditions of the future in order to assess the relative impact on the appropriate PG for more durable and resilient pavement construction. In this study, the latest long-term pavement performance (LTPP) model was used to determine the asphalt pavement surface temperatures. For different representative concentration pathways (RCP), the relative impact of climate change on pavement temperature extremes and thereby appropriate PG to meet projected pavement temperatures was assessed using the LTPP models. The results of this study indicate that in the future, climate variations will cause changes to asphalt binder grades across the examined locations in Ontario, which depend on the severity of the projected warming. This research offers useful suggestions that can be incorporated by the road agencies and designers towards adaptation of pavement construction materials suitable to the changing climate.
机译:加拿大的气候已加热,将来会继续令人振奋,这将导致更强烈和更频繁的温度变化。基于SuperPave性能等级(PG)系统的沥青粘合剂选择依赖于历史气候条件与柔性路面的预期服务温度范围有关。鉴于气候变化,研究路面表面温度将受到未来环境条件影响的程度至关重要,以便评估对适当的PG的相对影响,以进行更耐用,弹性的路面结构。在这项研究中,最新的长期路面性能(LTPP)模型用于确定沥青路面温度。对于不同的代表性浓度途径(RCP),使用LTPP模型评估气候变化对路面温度极端的相对影响,从而适当的PG以满足投影路面温度。本研究的结果表明,在未来,气候变化将导致安大略省审查位置的沥青粘合剂等级变化,这取决于预测变暖的严重程度。本研究提供了有用的建议,可由道路机构和设计师合并,以适应适合变化气候的人行道建筑材料。

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