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Statistical Analysis of Early-Age Crack Data from Continuously Reinforced Concrete Pavements in China

机译:中国持续钢筋混凝土路面早期裂缝数据的统计分析

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Extensive crack width and crack spacing data from recently constructed continuously reinforced concrete pavements (CRCP) sections in China were collected and statistically analyzed in this study. A total of 29 CRCP sections were observed which lead to 1171 crack data. Kolmogorov-Smirnov test result shows that CRCP crack spacing follows a four-parameter Dagum distribution. ANOVA tests show that slab thickness does not have a significant impact on crack spacing. However, slab thickness does have a significant impact on crack width. Further ANOVA test shows that crack width reduces with the increasing of slab thickness. This preliminary result is not consistent with the crack spacing formula in MEPDG where the crack spacing is directly related to slab thickness.
机译:在本研究中收集了中国最近建造的持续钢筋混凝土路面(CRCP)部分的广泛裂缝宽度和裂纹间距数据。观察到总共29个CRCP部分,导致1171个裂缝数据。 Kolmogorov-Smirnov测试结果表明,CRCP裂纹间距遵循四参数Dagum分布。 ANOVA测试表明,板坯厚度对裂纹间距没有显着影响。然而,板坯厚度对裂缝宽度产生显着影响。进一步的ANOVA测试表明,裂缝宽度随着板坯厚度的增加而减小。该初步结果与MEPDG中的裂缝间距公式一致,其中裂缝间距与平板厚度直接相关。

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