Modeling of Mechanical Properties of Silica Fume-Based Green Concrete Using Machine Learning Techniques

被引:63
|
作者
Nafees, Afnan [1 ]
Amin, Muhammad Nasir [2 ]
Khan, Kaffayatullah [2 ]
Nazir, Kashif [3 ]
Ali, Mujahid [4 ]
Javed, Muhammad Faisal [1 ]
Aslam, Fahid [5 ]
Musarat, Muhammad Ali [4 ]
Vatin, Nikolai Ivanovich [6 ]
机构
[1] COMSATS Univ Islamabad, Dept Civil Engn, Abbottabad Campus, Abbottabad 22060, Pakistan
[2] King Faisal Univ KFU, Coll Engn, Dept Civil & Environm Engn, POB 380, Al Hasa 31982, Saudi Arabia
[3] Nazabayev Univ, Sch Engn, Dept Civil Engn, Astana 010000, Kazakhstan
[4] Univ Teknol PETRONAS, Dept Civil & Environm Engn, Bandar Seri Iskandar 22060, Malaysia
[5] Prince Sattam Bin Abdulaziz Univ, Coll Engn Al Kharj, Dept Civil Engn, Al Kharj 11942, Saudi Arabia
[6] Peter the Great St Petersburg Polytech Univ, St Petersburg 195291, Russia
关键词
green concrete; industrial waste; predictive modeling; machine learning; cross-validation; sensitivity analysis; COMPRESSIVE STRENGTH PREDICTION; ARTIFICIAL NEURAL-NETWORK; HIGH-PERFORMANCE CONCRETE; TENSILE-STRENGTH; RESISTANCE; AGGREGATE; MICROSTRUCTURE; NANOPARTICLES; WASTE; WATER;
D O I
10.3390/polym14010030
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
Silica fume (SF) is a frequently used mineral admixture in producing sustainable concrete in the construction sector. Incorporating SF as a partial substitution of cement in concrete has obvious advantages, including reduced CO2 emission, cost-effective concrete, enhanced durability, and mechanical properties. Due to ever-increasing environmental concerns, the development of predictive machine learning (ML) models requires time. Therefore, the present study focuses on developing modeling techniques in predicting the compressive strength of silica fume concrete. The employed techniques include decision tree (DT) and support vector machine (SVM). An extensive and reliable database of 283 compressive strengths was established from the available literature information. The six most influential factors, i.e., cement, fine aggregate, coarse aggregate, water, superplasticizer, and silica fume, were considered as significant input parameters. The evaluation of models was performed by different statistical parameters, such as mean absolute error (MAE), root mean squared error (RMSE), root mean squared log error (RMSLE), and coefficient of determination (R-2). Individual and ensemble models of DT and SVM showed satisfactory results with high prediction accuracy. Statistical analyses indicated that DT models bested SVM for predicting compressive strength. Ensemble modeling showed an enhancement of 11 percent and 1.5 percent for DT and SVM compressive strength models, respectively, as depicted by statistical parameters. Moreover, sensitivity analyses showed that cement and water are the governing parameters in developing compressive strength. A cross-validation technique was used to avoid overfitting issues and confirm the generalized modeling output. ML algorithms are used to predict SFC compressive strength to promote the use of green concrete.
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页数:21
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