Compressive strength and sensitivity analysis of fly ash composite foam concrete: Efficient machine learning approach

被引:9
|
作者
Zhang, Chen [1 ]
Zhu, Zhiduo [1 ]
Shi, Liang [2 ]
Kang, Xingliang [3 ]
Wan, Yu [1 ]
Huo, Wangwen [1 ]
Yang, Liu [1 ]
机构
[1] Southeast Univ, Sch Transportat, Jiangsu Key Lab Low Carbon & Sustainable Geotech E, Nanjing 211189, Jiangsu, Peoples R China
[2] CCCC Second Highway Consultants Co Ltd, Wuhan 430056, Peoples R China
[3] CCCC First Highway Consultants Co Ltd, Xian 710075, Peoples R China
关键词
Foam concrete; Fly ash; Machine learning; Compressive strength; Sensitivity analysis; SUPPORT VECTOR MACHINE; EXPLANATIONS; OPTIMIZATION; PERFORMANCE; CEMENT;
D O I
10.1016/j.advengsoft.2024.103634
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study aims to propose a reliable machine learning model for predicting the compressive strength of fly ash composite foam concrete (FFC), improving the waste of work time, cost and resources due to over -testing. Firstly, 320 groups of FFC samples were collected from the previous literature to establish the database, which contained eight feature variables such as wet density, cement content, fly ash content, sand content, water-cement ratio, foam content, curing age and compressive strength. Secondly, the database was pre -processed by Z-score method to improve the data quality. Then, the pre -processed database were trained and tested based on eight machine learning algorithms (such as multiple linear, Bayesian regression, K-nearest neighbor, decision tree, random forest, support vector machine, gradient boosting and deep neural network), and their differences, advantages and disadvantages were compared. Finally, the shaply additive explanation and partial dependence plot were applied to explain the potential effects of input variables for the compressive strength development. The test results show that the dispersion of database after pre-processing is significantly improved, and feature variables show normal distribution. The support vector machine model has the best generalization performance, and its prediction accuracy and error for the test set of FFC are minimum (the coefficient of determination is 0.95). The key influential factors of FFC compressive strength are wet density, cement content, sand content, foam content and water-binder ratio, distributing in 600 kg/m3 - 2400 kg/m3, 20 % - 80 %, 0 % - 70 %, 0 % - 40 % and 0.1 - 0.8, respectively.
引用
收藏
页数:13
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