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A comparison of machine learning methods for predicting the compressive strength of field-placed concrete
被引:103
|作者:
DeRousseau, M. A.
[1
]
Laftchiev, E.
[3
]
Kasprzyk, J. R.
[1
]
Rajagopalan, B.
[1
,2
]
Srubar, W. V., III
[1
]
机构:
[1] Univ Colorado, Dept Civil Environm & Architectural Engn, ECOT 441,UCB 428, Boulder, CO 80309 USA
[2] Univ Colorado, CIRES, 216 UCB, Boulder, CO 80309 USA
[3] Mitsubishi Elect Res Labs, 201 Broadway FL8, Cambridge, MA 02139 USA
基金:
美国国家科学基金会;
关键词:
Concrete;
Compressive strength;
Machine learning;
Prediction;
Statistical modeling;
FLY-ASH;
NEURAL-NETWORKS;
SILICA FUME;
SLAG;
OPTIMIZATION;
METAKAOLIN;
REGRESSION;
D O I:
10.1016/j.conbuildmat.2019.08.042
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
This study evaluates the efficacy of machine learning (ML) methods to predict the compressive strength of field-placed concrete. We employ both field- and laboratory-obtained data to train and test ML models of increasing complexity to determine the best-performing model specific to field-placed concrete. The ability of ML models trained on laboratory data to predict the compressive strength of field-placed concrete is evaluated and compared to those models trained exclusively on field-acquired data. Results substantiate that the random forest ML model trained on field-acquired data exhibits the best performance for predicting the compressive strength of field-placed concrete; the RMSE, MAE, and R-2 values were 730 psi, 530 psi, and 0.51, respectively. We also show that hybridization of field- and laboratory-acquired data for training ML models is a promising method for reducing common over-prediction issues encountered by laboratory-trained models that are used in isolation to predict the compressive strength of field-placed concrete. (C) 2019 Elsevier Ltd. All rights reserved.
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