Development of prediction models for interlayer shear strength in asphalt pavement using machine learning and SHAP techniques

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Road Materials and Pavement Design Pub Date : 2023-11-02 DOI:10.1080/14680629.2023.2276412
Rabea AL-Jarazi, Ali Rahman, Changfa Ai, Zaid Al-Huda, Hamza Ariouat
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Abstract

AbstractThe interlayer bonding condition in asphalt pavement significantly affects pavement performance. This study employed machine learning techniques to predict interlayer shear strength (ISS). Feed-forward artificial neural networks (ANN) and random forest (RF) models were developed and compared with traditional multiple linear regression (MLR). Utilizing 156 datasets, divided into 70% training and 30% testing, model performance was assessed using R-squared, mean squared error (MSE), root mean squared error (RMSE), and mean absolute error (MAE). SHapley Additive exPlanations (SHAP) was utilized for model interpretation. The results indicated that the ANN and RF models outperformed MLR, explaining over 95% of experimental data. RF exhibited superior performance with lowest MSE, RMSE, and MAE (0.0029, 0.0538, and 0.0376 MPa). SHAP analysis highlighted the significance of temperature, normal stress, shear deformation rate, and curing time as influential variables in ISS prediction. Elevated temperature adversely influenced ISS, while normal stress, shear deformation rate, and curing time positively contributed to ISS.KEYWORDS: Asphalt pavementinterlayer shear strengthmachine learningANNrandom forest (RF)SHAP AcknowledgmentsThis work was supported by the Fundamental Research Funds for the Central Universities, SWJTU [grant number 2682022CX002], National Natural Science Foundation of China [grant number 52278462], and Sichuan Youth Science and Technology Innovation Research Team (grant number 2021JDTD0023).Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThis work was supported by the Fundamental Research Funds for the Central Universities, SWJTU [grant number 2682022CX002], National Natural Science Foundation of China [grant number 52278462], and Sichuan Youth Science and Technology Innovation Research Team (grant number 2021JDTD0023).
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利用机器学习和SHAP技术建立沥青路面层间抗剪强度预测模型
摘要沥青路面层间粘结状况对路面性能影响很大。本研究采用机器学习技术预测层间抗剪强度(ISS)。建立了前馈人工神经网络(ANN)和随机森林(RF)模型,并与传统的多元线性回归(MLR)进行了比较。利用156个数据集,分为70%的训练和30%的测试,使用r平方、均方误差(MSE)、均方根误差(RMSE)和平均绝对误差(MAE)来评估模型的性能。采用SHapley加性解释(SHAP)进行模型解释。结果表明,ANN和RF模型优于MLR模型,解释了95%以上的实验数据。RF在最小的MSE、RMSE和MAE(0.0029、0.0538和0.0376 MPa)下表现出优异的性能。SHAP分析强调了温度、正应力、剪切变形速率和固化时间作为影响ISS预测的变量的重要性。温度升高对ISS有不利影响,而正应力、剪切变形速率和固化时间对ISS有积极影响。本文由中央高校基本科研业务费专项基金、西南交大[批准号2682022CX002]、国家自然科学基金[批准号52278462]和四川省青少年科技创新研究团队(批准号2021JDTD0023)资助。披露声明作者未报告潜在的利益冲突。本工作得到中央高校基本科研业务费专项资金、西南交通大学[批准号2682022CX002]、国家自然科学基金[批准号52278462]和四川省青少年科技创新研究团队(批准号2021JDTD0023)的支持。
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来源期刊
Road Materials and Pavement Design
Road Materials and Pavement Design 工程技术-材料科学:综合
CiteScore
8.10
自引率
8.10%
发文量
105
审稿时长
3 months
期刊介绍: The international journal Road Materials and Pavement Design welcomes contributions on mechanical, thermal, chemical and/or physical properties and characteristics of bitumens, additives, bituminous mixes, asphalt concrete, cement concrete, unbound granular materials, soils, geo-composites, new and innovative materials, as well as mix design, soil stabilization, and environmental aspects of handling and re-use of road materials. The Journal also intends to offer a platform for the publication of research of immediate interest regarding design and modeling of pavement behavior and performance, structural evaluation, stress, strain and thermal characterization and/or calculation, vehicle/road interaction, climatic effects and numerical and analytical modeling. The different layers of the road, including the soil, are considered. Emerging topics, such as new sensing methods, machine learning, smart materials and smart city pavement infrastructure are also encouraged. Contributions in the areas of airfield pavements and rail track infrastructures as well as new emerging modes of surface transportation are also welcome.
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