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Artificial neural networks—genetic algorithm based model for backcalculation of pavement layer moduli

机译:人工神经网络—基于遗传算法的路面层模量反算模型

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Backcalculation of pavement layer moduli refers to the process of evaluating the pavement layers using pavement surface deflections. The genetic algorithm (GA) technique was successfully used in the past for backcalculation. The BACKGA model developed by the Indian Institute of Technology, Kharagpur is one such program used for backcalculation using the GA technique. Though GA-based backcalculation models are considered to be robust due to the search algorithm adopted in the process, they require more computational time due to the large number of times the surface deflections are computed using different sets of layer moduli. In the present work, artificial neural network (ANN) models have been developed for computing surface deflections using elastic moduli and thicknesses of pavement layers as inputs. The ANN models have been used in BACKGA for forward calculation of surface deflections to combine the computational efficiency of ANNs with the robustness of the GAs. The performance of the resulting model, BACKGA-ANN, has been evaluated and found to be satisfactory.
机译:路面层模量的反算是指使用路面表面挠度评估路面层的过程。过去,遗传算法(GA)技术已成功用于反算。由印度哈拉格布尔技术学院开发的BACKGA模型就是这样一种程序,用于使用GA技术进行反算。尽管基于GA的反算模型由于该过程中采用的搜索算法而被认为是健壮的,但由于使用不同的层模数集计算表面挠度的次数很多,因此它们需要更多的计算时间。在当前的工作中,已经开发出了人工神经网络(ANN)模型,用于使用弹性模量和路面层的厚度作为输入来计算表面挠度。 ANN模型已在BACKGA中用于表面挠度的正向计算,以将ANN的计算效率与GA的鲁棒性相结合。评估了所得模型BACKGA-ANN的性能,发现令人满意。

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