玉米芯
抗压强度
支持向量机
随机森林
磨细高炉矿渣
骨料(复合)
计算机科学
抗弯强度
材料科学
地聚合物水泥
聚合物
机器学习
粉煤灰
复合材料
原材料
化学
有机化学
作者
Ahmed A. Alawi Al-Naghi,Muhammad Nasir Amin,Suleman Ayub Khan,Muhammad Tahir Qadir
标识
DOI:10.1515/rams-2024-0035
摘要
Abstract The mechanical strength of geopolymer concrete incorporating corncob ash and slag (SCA-GPC) was estimated by means of three distinct AI methods: a support vector machine (SVM), two ensemble methods called bagging regressor (BR), and random forest regressor (RFR). The developed models were validated using statistical tests, absolute error assessment, and the coefficient of determination ( R 2 ). The importance of various modeling factors was determined by means of interaction diagrams. When estimating the flexural strength and compressive strength of SCA-GPC, R 2 values of over 0.85 were measured between the actual and predicted findings using both individual and ensemble AI models. Statistical testing and k -fold analysis for error evaluation revealed that the RFR model outperformed the SVM and BR models in terms of accuracy. As demonstrated by the interaction graphs, the mechanical characteristics of SCA-GPC were found to be extremely responsive to the mix proportions of ground granulated blast furnace slag, fine aggregate, and corncob ash. This was the case for all three components. This study demonstrated that highly precise estimations of mechanical properties for SCA-GPC can be made using ensemble AI techniques. Improvements in geopolymer concrete performance can be achieved by the implementation of such practices.
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