长寿命沥青路面技术发展与长期性能观察——以山东省为例

Lin Wang , Jincheng Wei , Wenjuan Wu , Xiaomeng Zhang , Xizhong Xu , Xiangpeng Yan
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引用次数: 6

摘要

本文在对国内外长寿命沥青路面进行调查的基础上,对山东省长寿命沥青路面技术的发展进行了综述。介绍了山东省典型长寿命沥青路面的结构组合特点及其推广应用。对已得到广泛推广的复合基层长寿命沥青路面的应用效果进行了评价。同时,以山东滨大永久路面试验道路为例,分析了长寿命沥青路面在17年以上的动力响应和长期性能演变。章节S1、S2和S3提供了关于全深度沥青路面的信息。第S4节描述复合基层沥青路面。结果表明:s1 ~ s4的最大应变在极限耐久应变范围内;预计S1、S2、S3和S4均为长寿命沥青路面。在本次研究中,S1-S4路段在超过17年的服役期间保持良好状态,无结构裂缝,挠度、车辙和IRI指标良好。挠度指数稳定,没有增长,开放后IRI也相对稳定。车辙深度在开槽8年内略有增加,之后趋于稳定。17年平均车辙深度小于15 mm。因此,S1-S4符合作为长寿命路面使用的设计标准。从节约资源、节能减排和服务性能的角度来看,全深度沥青路面可以被认为是新一代绿色耐用的路面结构,具有很大的未来推广潜力。
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Technical development and long-term performance observations of long-life asphalt pavement: A case study of Shandong Province

Based on the investigation of long-life asphalt pavement at home and abroad, the development of long-life asphalt pavement technology in Shandong Province, China is reviewed in this paper. The structural combination characteristics of typical long-life asphalt pavement in Shandong Province and their popularization and application are introduced. The application effect of combined base long-life asphalt pavement, which has been widely promoted, is evaluated. At the same time, taking the Binda perpetual pavement test road in Shandong Province as an example, the dynamic response and long-term performance evolution of long-life asphalt pavement are analyzed over a period of more than 17 years. Sections S1, S2, and S3 present information about full-depth asphalt pavement. Section S4 describes combined base asphalt pavement. The results show that the maximum strain of S1–S4 is within the endurance strain limit. S1, S2, S3 and S4 are all expected to be long-life asphalt pavements. In the current study, Sections S1–S4 were maintained in good condition during a service period of more than 17 years with no structural cracks and good deflection, rutting, and IRI indexes. The deflection index was stable without growth, and the IRI was also relatively stable following the opening to traffic. The rutting depth underwent a slight cumulative increase within 8 years of opening, and then stabilized. The average rutting depth over the 17-year period was less than 15 ​mm. Therefore, S1–S4 meet the design standards required for use as long-life pavements. From the perspectives of resource saving, energy saving, and emission reduction and service performance, full-depth asphalt pavement can be considered to represent a new generation of green and durable pavement structures with great future promotion potential.

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