A comparison of machine learning methods for predicting the compressive strength of field-placed concrete

被引:135
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.
引用
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页数:14
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