Prediction of the Soil Compaction Parameters Using Deep Neural Networks

被引:0
作者
Kareem Othman
Hassan Abdelwahab
机构
[1] University of Toronto,Civil Engineering Department
[2] Cairo University,Public Works Department, Faculty of Engineering
来源
Transportation Infrastructure Geotechnology | 2023年 / 10卷
关键词
Artificial neural networks; Compaction; Deep neural networks; Index parameters; Maximum dry unit weight; Optimum water content; Proctor test;
D O I
暂无
中图分类号
学科分类号
摘要
Estimating the optimum moisture content (OMC) and maximum dry density (MDD), or the so called compaction parameters, through laboratory tests such as Proctor test is time-consuming. This paper uses the deep neural network technique for the prediction of the soil compaction parameters for the different soil classifications in Egypt. The grain size distribution, plastic limit, and liquid limits are used as the inputs for the development of the ANNs because these variables can be easily estimated. Multiple ANNs (240 ANN) are tested, with different architectures and activation functions, in order to choose the ANN that provides the most accurate predictions. Results show that the optimum ANN that produces the best predictions consists of three hidden layers, two neurons per hidden layer, and employs the logistic activation function. This ANN provides high-accuracy results as it predicts the MDD with an R2 value of 0.864 and predicts the OMC with an R2 value of 0.924 when used on the testing set. Finally, it is shown that the deep neural network approach represents a major innovative tool for the prediction of compaction parameters as the results of this approach outperform the results of the shallow ANN that consists of a single hidden layer
引用
收藏
页码:147 / 164
页数:17
相关论文
共 56 条
[1]  
Alawi M(2013)Prediction of California bearing ratio of subbase layer using multiple linear regression models Road Mater. Pavement Des. 14 211-219
[2]  
Rajab M(2001)Effect of desiccation on compacted natural clays J. Geotech. Geoenviron. 127 67-75
[3]  
Albrecht BA(2014)Intelligent landslide system based on discriminant analysis and cascade-forward back-propagation network Arab. J. Sci. Eng. 39 5575-5584
[4]  
Benson CH(2011)Regression model for prediction of optimum moisture content and maximum dry unit weight of fine grained soil Int. J. Geotech. Eng. 5 297-305
[5]  
Alkhasawneh M(1993)Compacted clay liners and covers for arid sites J. Geotech. Eng. 119 223-237
[6]  
Tay L(2009)Best-fit models to estimate modified proctor properties of compacted soil J. Geotech. Geoenviron. Eng. 135 992-996
[7]  
Ngah U(2016)Prediction of compaction characteristics of fine-grained soils using consistency limits Arab. J. Sci. Eng. 41 1319-1328
[8]  
Al-batah M(2009)Estimation of soil compaction parameters by using statistical analyses and artificial neural networks Environ. Geol. 57 203-36
[9]  
Mat Isa N(2004)Compaction behaviour and prediction of its characteristics of fine grained soils with particular reference to compaction energy Soils Found. 44 27-216
[10]  
Bera A(2018)Simplified method to predict compaction curves and characteristics of soils Iran. J. Sci. Technol. Trans. Civ. Eng. 42 207-379