Prediction of compressive strength of alkali-activated construction demolition waste geopolymers using ensemble machine learning

被引:22
|
作者
Shen, Jiale [1 ]
Li, Yue [1 ,3 ]
Lin, Hui [1 ,3 ]
Li, Hongwen [1 ]
Lv, Jianfeng [2 ]
Feng, Shan [2 ]
Ci, Junchang [2 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
[2] CRCC Dev Grp Co Ltd, Beijing 100043, Peoples R China
[3] Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
Alkali; -activated; Construction demolition waste; Artificial intelligence; Ensemble learning; Strength prediction; BRICK POWDER; MICROSTRUCTURE; SILICATE;
D O I
10.1016/j.conbuildmat.2022.129600
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper mainly employed the random forest (RF), gradient boosting (GB) and extreme gradient boosting (XGB) to predict the compressive strength of alkali-activated construction demolition waste geopolymers (CDWG). The performances of three ensemble machine learning (ML) models were evaluated and the effects of eight different input features on the compressive strength of CDWG were deeply analyzed. The results confirm the applicability of RF, GB and XGB algorithms in aspect of strength prediction for the CDWG with the high predictive accuracy (R2 > 0.9). Among them, the performances of GB and XGB models are better than RF model. The liquid to solid ratio (L/S) has a negative correlation with the compressive strength of CDWG, while the pretreatment temperature, heat treatment time and curing age have a positive correlation with the compressive strength of CDWG. The obvious enhancement of compressive strength of CDWG mainly occurs in the early age. Decreasing L/S and raising pretreatment temperature have a significant positive gain on the compressive strength of CDWG. In the preparation process of CDWG, it is suggested that the L/S and %Na2O of Na2SiO3-based alkaline activators are controlled at about 0.3 and 7 % respectively, and appropriately increasing pretreatment temperature and prolonging heat treatment time.
引用
收藏
页数:15
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