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Analysis and Evaluation of Transverse-Cracked Semi-Rigid Base Asphalt Pavements Using FWD Data

机译:FWD数据对横向裂缝半刚性基层沥青路面的分析与评价

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Transverse cracks are the main premature distress of semi-rigid base asphalt pavement in China, which come from semi-rigid base reflective crack or temperature shrinkage. This paper develops a 3-D FEM to analyze dynamic response of the cracked asphalt pavement under FWD loading pulse. The results indicate that different types of transverse cracks affect the structure performance of pavement differently. A new parameter, Pavement Structure Condition Efficiency (PSC), is developed to distinguish the different type to the transverse crack conditions, which can be directly induced by the FWD deflection data. These results will be useful to the rehabilitation of transverse-cracked asphalt pavement.
机译:横向裂缝是我国半刚性基层沥青路面的主要过早危害,主要来自半刚性基层反射裂缝或温度收缩。本文开发了一种3-D有限元方法来分析FWD加载脉冲下开裂沥青路面的动力响应。结果表明,不同类型的横向裂缝对路面结构性能的影响不同。开发了一个新参数“路面结构条件效率”(PSC),以区分不同类型的横向裂纹条件,该条件可以由FWD挠度数据直接引起。这些结果将对横向开裂的沥青路面的修复有用。

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