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Prediction of the hot asphalt mix properties using deep neural networks

机译:使用深度神经网络预测热沥青混合料性能

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摘要

Background Marshall design process is the most common method used for estimating the Optimum asphalt content (OAC) and this process is called the asphalt mix design. However, this method is time-consuming, labor-intensive, and its results are subjected to variations. Results This paper employs artificial neural network (ANN) for the estimation of Marshall test parameters (OAC, Stability, Flow, Air voids, Voids in mineral aggregate) using the aggregate gradation as the input of the prediction process. Multiple ANNs are tested in order to optimize the NN hyperparameters and produce accurate predictions. Different activation functions, number of hidden layers, and number of neurons per hidden layer are tested and heatmaps are generated to compare the performance of every ANN. Results show that the optimum ANN hyperparameters change depending on the predicted parameter. Finally, the deep NN can predict the OAC, stability, flow, density, air voids, and voids in mineral aggregate with R values of 0.91, 0.8, 0.53, 0.65, 0.77, and 0.66. Conclusion The linear activation function is the most efficient activation function and generates more accurate results than the logistic and the hyperbolic tangent functions. Additionally, it is shown that the deep neural network approach represents a major innovative tool for the prediction of the asphalt mix properties as results of this approach outperforms results of the shallow ANN that consists of a single hidden layer which is the only approach used in the literature. Thus, the use of the deep ANN can be useful during the phase of the design of the asphalt mix process because of its ability to predict variables with high accuracy. For example, the ANN with 3 hidden layers and 16 neurons per layer with the linear activation function can predict the OAC with high accuracy (R = 0.91), which can be helpful in the design process as the ANN can be employed for the prediction of the OAC of the asphalt mix.
机译:背景 马歇尔设计过程是用于估算最佳沥青含量 (OAC) 的最常用方法,该过程称为沥青混合料设计。然而,这种方法费时费力,而且其结果会有所不同。结果 采用人工神经网络(ANN)对Marshall试验参数(OAC、稳定性、流动、空隙、矿物聚集体中的空隙)进行估计,以聚集体级配作为预测过程的输入。测试了多个人工神经网络,以优化神经网络超参数并产生准确的预测。测试了不同的激活函数、隐藏层数和每个隐藏层的神经元数,并生成热图以比较每个 ANN 的性能。 结果表明,最佳 ANN 超参数随预测参数而变化。最后,深部神经网络可以预测矿物聚集体中的OAC、稳定性、流量、密度、空隙和空隙,R值分别为0.91、0.8、0.53、0.65、0.77和0.66。结论 线性激活函数是最有效的激活函数,比logistic函数和双曲正切函数产生更准确的结果。此外,还表明深度神经网络方法代表了预测沥青混合料特性的主要创新工具,因为该方法的结果优于由单个隐藏层组成的浅层 ANN 的结果,这是文献中唯一使用的方法。因此,在沥青混合料工艺的设计阶段,使用深度人工神经网络非常有用,因为它能够高精度地预测变量。例如,具有线性激活函数的 3 个隐藏层和每层 16 个神经元的 ANN 可以高精度地预测 OAC(R = 0.91),这在设计过程中很有帮助,因为 ANN 可用于预测沥青混合料的 OAC。

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