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首页> 外文期刊>Journal of materials in civil engineering >Comparing Artificial Neural Networks with Regression Models for Hot-Mix Asphalt Dynamic Modulus Prediction
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Comparing Artificial Neural Networks with Regression Models for Hot-Mix Asphalt Dynamic Modulus Prediction

机译:人工神经网络与回归模型的热混合沥青动态模量预测

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摘要

The hot-mix asphalt (HMA) dynamic modulus (E*) is a fundamental mechanistic property that defines the strain response of asphalt concrete mixtures as a function of loading rate and temperature. It is one of the HMA primary material inputs for common software for the mechanistic-empirical design of pavements. Laboratory testing of dynamic modulus requires expensive advanced testing equipment that is not readily available in the majority of laboratories in Middle Eastern countries, yet some of these countries are looking for implementing new pavement design methods such as those given in current standards. Thus, many research studies have been dedicated to develop predictive models for E*. This paper aims to apply artificial neural networks (ANNs) for E* predictions based on the inputs of the models most widely used today, namely: Witczak NCHRP 1-37A, Witczak NCHRP 1-40D and Hirsch E* predictive models. A total of 25 mixes from the Kingdom of Saudi Arabia (KSA), and 25 mixes from Idaho state were combined together in one database containing 3,720E* measurements. The database also contains the volumetric properties and aggregate gradations for all mixes as well as the binder complex shear modulus (), phase angle (), and Brookfield viscosity (). A global sensitivity analysis (GSA) was applied to investigate the most significant parameters that affect E* predictions. The GSA procedures based on the Fourier amplitude sensitivity test (FAST) and Sobol sequence approaches were implemented in commercially available software to evaluate the sensitivity of the three regression models to their input parameters. The ANN models, using the same input variables of the three predictive models, generally yielded more accurate E* predictions. Moreover, the GSA showed that aggregate, binder, and mixture representative parameters have convergent effects on E* predictions using one model applied, whereas binder representative parameters have the dominant effect on E* predictions using both of the other two models.
机译:热拌沥青(HMA)动态模量(E *)是一种基本的机械性能,它定义了沥青混凝土混合物的应变响应与加载速率和温度的关系。它是用于路面力学-经验设计的通用软件的HMA主要材料输入之一。动模量的实验室测试需要昂贵的高级测试设备,而这些测试设备在中东国家的大多数实验室中并不容易获得,但是其中一些国家正在寻求实施新的路面设计方法,例如当前标准中给出的方法。因此,许多研究致力于开发E *的预测模型。本文旨在基于当今最广泛使用的模型(即Witczak NCHRP 1-37A,Witczak NCHRP 1-40D和Hirsch E *预测模型)的输入,将人工神经网络(ANN)用于E *预测。来自沙特阿拉伯王国(KSA)的25种混合物和爱达荷州的25种混合物在一个包含3,720E *测量值的数据库中合并在一起。该数据库还包含所有混合物的体积特性和聚集级数,以及粘合剂的复数剪切模量(),相角()和布氏粘度()。应用全球敏感性分析(GSA)来研究影响E *预测的最重要参数。在市售软件中实施了基于傅立叶幅度灵敏度测试(FAST)和Sobol序列方法的GSA程序,以评估三个回归模型对其输入参数的敏感性。使用三个预测模型相同的输入变量的ANN模型通常得出更准确的E *预测。此外,GSA显示,使用一个模型,聚集体,结合料和混合物代表参数对E *预测具有收敛效应,而结合其他两个模型,结合料代表参数对E *预测具有主导效应。

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