Method to predict the interlayer shear strength of asphalt pavement based on improved back propagation neural network
Nian, Tengfei1,2; Li, Jinggao1; Li, Ping1; Liu, Zongcheng1; Guo, Rui3; Ge, Jinguo1; Wang, Meng1
2022-10-10
发表期刊CONSTRUCTION AND BUILDING MATERIALS
ISSN0950-0618
卷号351
摘要Given the complexity of the factors that affect the interlayer shear strength of asphalt pavement in typical steeply-sloped sections of areas with seasonally frozen soil, to predict and evaluate interlayer shear strength more accurately and rapidly, this study obtains experimental data by designing indoor direct and oblique shear tests, and establishes a three-layer improved back propagation (BP) neural network model to predict the interlayer shear strength of pavement with a structure of 6-20-1. The model uses 6 influencing factors of specimen combination types-tack coat type, a tack coat dosage, shear angle, temperature, and loading rate-as the input layer. The neural network trained, verified, and tested 230 sets of oblique shear test data, and completed the neural network's universality test. The research results show that the predictive value of the shear strength under different viscous layer oil dosages and temperatures is very consistent with the results of universal testing experiments. Different types of specimens' interlayer shear strength increases first and then decrease as the amount of tack coat increases, and compared with base asphalt and emulsified asphalt, SBS-modified asphalt has the best interlayer shear resistance when used as the tack coat, and the optimal dosage is 1.2 kg/m2. Temperature is under a significant negative correlation with the specimen's interlayer shear strength. As the temperature rises from 20 to 60 degrees C, the interlayer shear strength of different specimen types decreased at a faster rate, and the shear strength at 58 degrees C was only 15 %-30 % of that at 20 degrees C. The constructed BP neural network prediction model has good convergence and superior performance. The model prediction error does not exceed +/- 0.5, and the prediction accuracy is high (R2 = 0.99). At the same time, the shear specimen's shape does not affect the use of the interlayer shear strength prediction model, which can be utilized to predict the interlayer shear strength of the asphalt mixture specimens.
关键词Road engineering Asphalt mixture Interlayer shear strength BP neural network Prediction method
DOI10.1016/j.conbuildmat.2022.128969
收录类别SCIE ; EI
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS类目Construction & Building Technology ; Engineering, Civil ; Materials Science, Multidisciplinary
WOS记录号WOS:000852332900003
出版者ELSEVIER SCI LTD
EI入藏号20223512666971
EI主题词Asphalt mixtures
EI分类号406.2 Roads and Streets ; 411.1 Asphalt ; 483.1 Soils and Soil Mechanics ; 723.4 Artificial Intelligence ; 802.3 Chemical Operations
来源库WOS
引用统计
被引频次:5[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/159835
专题土木工程学院
通讯作者Nian, Tengfei; Li, Ping
作者单位1.Lanzhou Univ Technol, Sch Civil Engn, Lanzhou, Gansu, Peoples R China;
2.Gansu Rd & Bridge Construction Grp Maintenance Tec, Lanzhou, Gansu, Peoples R China;
3.Shaanxi Univ Technol, Sch Civil Engn & Architecture, Hanzhong, Peoples R China
第一作者单位兰州理工大学
通讯作者单位兰州理工大学
第一作者的第一单位兰州理工大学
推荐引用方式
GB/T 7714
Nian, Tengfei,Li, Jinggao,Li, Ping,et al. Method to predict the interlayer shear strength of asphalt pavement based on improved back propagation neural network[J]. CONSTRUCTION AND BUILDING MATERIALS,2022,351.
APA Nian, Tengfei.,Li, Jinggao.,Li, Ping.,Liu, Zongcheng.,Guo, Rui.,...&Wang, Meng.(2022).Method to predict the interlayer shear strength of asphalt pavement based on improved back propagation neural network.CONSTRUCTION AND BUILDING MATERIALS,351.
MLA Nian, Tengfei,et al."Method to predict the interlayer shear strength of asphalt pavement based on improved back propagation neural network".CONSTRUCTION AND BUILDING MATERIALS 351(2022).
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