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Smart Structural Health Monitoring of Flexible Pavements Using Machine Learning Methods

机译:使用机器学习方法的柔性路面智能结构健康监测

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摘要

The pavement is a complex structure that is influenced by various environmental and loading conditions. The regular assessment of pavement performance is essential for road network maintenance. International roughness index (IRI) and pavement condition index (PCI) are well-known indices used for smoothness and surface condition assessment, respectively. Machine learning techniques have recently made significant advancements in pavement engineering. This paper presents a novel roughness-distress study using random forest (RF). After determining the PCI and IRI values for the sample units, the PCI prediction process is advanced using RF and random forest trained with a genetic algorithm (RF-GA). The models are validated using correlation coefficient (CC), scatter index (SI), and Willmott’s index of agreement (WI) criteria. For the RF method, the values of the three parameters mentioned were ?0.177, 0.296, and 0.281, respectively, whereas in the RF-GA method, ?0.031, 0.238, and 0.297 values were obtained for these parameters. This paper aims to fulfill the literature’s identified gaps and help pavement engineers overcome the challenges with the conventional pavement maintenance systems.
机译:路面是一种复杂的结构,受各种环境和装载条件的影响。路面性能的正常评估对于道路网络维护至关重要。国际粗糙度指数(IRI)和路面状况指数(PCI)是用于平滑度和表面条件评估的知名指标。机器学习技术最近在路面工程方面取得了重大进展。本文提出了一种使用随机森林(RF)的新型粗糙度研究。在确定样本单元的PCI和IRI值之后,使用具有遗传算法(RF-GA)培训的RF和随机森林进行PCI预测过程。使用相关系数(CC),散射指数(SI)和WillMott的协议索引(WI)标准进行验证。对于RF方法,所提到的三个参数的值分别为0.177,0.296和0.281,而在RF-GA方法中,获得这些参数的0.031,0.238和0.297个值。本文旨在满足文献的识别差距,帮助路面工程师克服传统路面维护系统的挑战。

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