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ANALYSES OF THE INFLUENCE OF MATERIAL CHARACTERISTICS ON PAVEMENT DESIGN

机译:材料特性对路面设计的影响分析

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摘要

Currently, only empirical design methods are used in the application of well-known standards for pavement structure design. Given this fact, it is assumed that material characteristics correspond to average quality materials. Thus, the aim of this study included examining the influence of material characteristics on pavement design analyzing changes in the cement bound base layer (CBL) characteristics with respect to the occurrence of cracks and changes in the asphalt layer given typical seasonal changes. The study involved varying CBL modulus as 15 GPa, 10 GPa, and 5 GPa. Additionally, the moduli of asphalt layers were varied from 6 MPa to 2 MPa to simulate real conditions in pavement structure life. The analyses indicated that there was a significant difference in pavement behavior with respect to changes in material characteristics. Given these significant differences, it is extremely important to properly define material characteristics while using empirical design methods. Proper material characterization combined with the utilization of empirical and analytical methods increases the possibility of reducing layers thickness to design cost-effective structures.
机译:当前,在行人路结构设计的知名标准的应用中仅使用经验设计方法。鉴于此事实,假定材料特性对应于平均质量的材料。因此,本研究的目的包括检查材料特性对路面设计的影响,分析水泥粘结基础层(CBL)特性在出现典型季节性变化的情况下与裂缝的发生以及沥青层的变化有关的变化。研究涉及CBL模量的变化,分别为15 GPa,10 GPa和5 GPa。此外,沥青层的模量从6 MPa到2 MPa不等,以模拟路面结构寿命中的实际条件。分析表明,就材料特性的变化而言,路面行为存在显着差异。鉴于这些明显的差异,在使用经验设计方法时正确定义材料特性非常重要。适当的材料表征以及经验和分析方法的结合,增加了减小层厚度以设计具有成本效益的结构的可能性。

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