Calculation of Equivalent Axle Load Factor Based on Artificial Intelligence

F. Fasihi, M. Keymanesh, Seyyed Ali Sahaf, S. Ghareh
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Abstract

In most road pavements design methods, a solution is required to transform the traffic spectrum to standard axle load with using equivalent axle load factor (EALF). The EALF depends on various parameters, but in existing design methods, only the axle type (single, tandem, and tridem) and pavement structure number were considered. Also, the EALF only determined for experimental axles and axle details (i.e., axle weight, length, pressure), wheel type (single or dual wheel) plus pavement properties were overlooked which may cause inaccuracy and unusable for the new axle. This paper presented a developed model based on Artificial Neural Network (ANN) for calculation of EALFs considering axle type, axle length, contact area, pavement structure number (SN), tire pressure, speed, and final serviceability. Backpropagation architecture was selected for the model for the EALF prediction based on fatigue criteria. Finally, among all reviewed ANN configuration, a network with 7-13-1 was selected for the optimum network.
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基于人工智能的等效轴载系数计算
在大多数道路路面设计方法中,都需要利用等效轴载系数(EALF)将交通频谱转换为标准轴载。EALF取决于各种参数,但在现有的设计方法中,只考虑了车轴类型(单轴、双轴和三联轴)和路面结构数。此外,EALF仅针对实验轴和轴的细节(即轴重、长度、压力)、车轮类型(单轮或双轮)以及路面特性进行了确定,这可能导致新轴的不准确性和不可用性。建立了考虑轴型、轴长、接触面积、路面结构数、胎压、车速和最终使用寿命等因素的轮轴寿命计算模型。基于疲劳准则的EALF预测模型选择反向传播结构。最后,在所有审查的人工神经网络配置中,选择具有7-13-1的网络作为最优网络。
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来源期刊
Journal of Rehabilitation in Civil Engineering
Journal of Rehabilitation in Civil Engineering Engineering-Building and Construction
CiteScore
1.60
自引率
0.00%
发文量
0
审稿时长
12 weeks
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