Machine learning models for predicting the compressive strength of concrete containing nano silica

被引:103
|
作者
Garg, Aman [1 ,2 ]
Aggarwal, Paratibha [3 ]
Aggarwal, Yogesh [3 ]
Belarbi, M. O. [4 ]
Chalak, H. D. [3 ]
Tounsi, Abdelouahed [5 ,6 ,7 ]
Gulia, Reeta [8 ]
机构
[1] Indian Inst Technol Kanpur, Dept Aerosp Engn, Kanpur 208016, Uttar Pradesh, India
[2] NorthCap Univ, Dept Civil & Environm Engn, Gurugram 122017, Haryana, India
[3] Natl Inst Technol Kurukshetra, Dept Civil Engn, Kurukshetra 136119, Haryana, India
[4] Univ Biskra, Lab Rech Genie Civil, LRGC, BP 145, Biskra 07000, Algeria
[5] Yonsei Univ, YFL Yonsei Frontier Lab, Seoul, South Korea
[6] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
[7] Univ Djillali Liabes Sidi Bel Abbes, Mat & Hydrol Lab, Fac Technol, Civil Engn Dept, Sidi Bel Abbes, Algeria
[8] DPG Inst Technol & Management, Dept Civil Engn, Gurugram 122004, Haryana, India
来源
COMPUTERS AND CONCRETE | 2022年 / 30卷 / 01期
关键词
compressive strength; concrete; GPR; machine learning; nano-silica; SVM; SHEAR-STRENGTH;
D O I
10.12989/cac.2022.30.1.033
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Experimentally predicting the compressive strength (CS) of concrete (for a mix design) is a time-consuming and laborious process. The present study aims to propose surrogate models based on Support Vector Machine (SVM) and Gaussian Process Regression (GPR) machine learning techniques, which can predict the CS of concrete containing nano-silica. Content of cement, aggregates, nano-silica and its fineness, water-binder ratio, and the days at which strength has to be predicted are the input variables. The efficiency of the models is compared in terms of Correlation Coefficient (CC), Root Mean Square Error (RMSE), Variance Account For (VAF), Nash-Sutcliffe Efficiency (NSE), and RMSE to observation???s standard deviation ratio (RSR). It has been observed that the SVM outperforms GPR in predicting the CS of the concrete containing nano-silica.
引用
收藏
页码:33 / 42
页数:10
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