Optimizing pervious concrete with machine learning: Predicting permeability and compressive strength using artificial neural networks

被引:10
作者
Wu, Yinglong [1 ]
Pieralisi, R. [2 ]
Sandoval, F. Gersson B. [3 ]
Lopez-Carreno, R. D. [1 ,4 ]
Pujadas, P. [1 ,4 ]
机构
[1] Univ Politecn Catalunya BarcelonaTech UPC, Dept Project & Construct Engn, Ave Diagonal 647, Barcelona 08028, Spain
[2] Fed Univ Parana UFPR, Civil Engn Studies Ctr CESEC, Postgrad Program Civil Engn PPGEC, Curitiba, PR, Brazil
[3] Univ Catolica Norte, Dept Gest Construcc, Angamos 0610, Antofagasta, Chile
[4] Grp Construct Res & Innovat GRIC, C Colom 11,Ed TR5, Barcelona 08222, Spain
关键词
Artificial neural network; Pervious concrete; Permeability; Compressive strength; OF-THE-ART; SUSTAINABLE PAVEMENT MATERIAL; MECHANICAL-PROPERTIES; COMPACTION; CYLINDERS;
D O I
10.1016/j.conbuildmat.2024.137619
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study makes a significant contribution to the field of pervious concrete by using machine learning to innovatively predict both mechanical and hydraulic performance. Unlike existing methods that rely on laborintensive trial-and-error experiments, our proposed approach leverages a multilayer perceptron network. To develop this approach, we compiled a comprehensive dataset comprising 271 sets and 3,252 experimental data points. Our methodology involved evaluating 22,246 network configurations, employing Monte Carlo crossvalidation over 20 iterations, and using 4 training algorithms, resulting in a total of 1,779,680 training iterations. This results in an optimized model that integrates diverse mix design parameters, enabling accurate predictions of permeability and compressive strength even in the absence of experimental data, achieving R2 values of 0.97 and 0.98, respectively. Sensitivity analyses validate the model's alignment with established principles of pervious concrete behavior. By demonstrating the efficacy of machine learning as a complementary tool for optimizing pervious concrete mix designs, this research not only addresses current methodological limitations but also lays the groundwork for more efficient and effective approaches in the field.
引用
收藏
页数:17
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共 78 条
[71]   Mechanical, absorptive and freeze-thaw properties of pervious concrete applying a bimodal aggregate packing model [J].
Wu, Fan ;
Yu, Qingliang ;
Brouwers, H. J. H. .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 333
[72]   Mixture proportion design of pervious concrete based on the relationships between fundamental properties and skeleton structures [J].
Xie, Xiaogeng ;
Zhang, Tongsheng ;
Wang, Chao ;
Yang, Yongmin ;
Bogush, Anna ;
Khayrulina, Elena ;
Huang, Zhaoming ;
Wei, Jiangxiong ;
Yu, Qijun .
CEMENT & CONCRETE COMPOSITES, 2020, 113
[73]   Optimization of waste tyre steel fiber and rubber added foam concretes using Taguchi method and artificial neural networks [J].
Yildizel, Sadik Alper ;
Ozkilic, Yasin Onuralp ;
Yavuz, Ali .
STRUCTURES, 2024, 61
[74]   A review of the pore structure of pervious concrete: Analyzing method, characterization parameters and the effect on performance [J].
Yu, Fan ;
Guo, Jianxiang ;
Liu, Jie ;
Cai, Huan ;
Huang, Yubin .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 365
[75]   Numerical study on seepage flow in pervious concrete based on 3D CT imaging [J].
Zhang, Jiong ;
Ma, Guodong ;
Ming, Ruiping ;
Cui, Xinzhuang ;
Li, Li ;
Xu, Huining .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 161 :468-478
[76]   Mix design for recycled aggregate pervious concrete based on response surface methodology [J].
Zhang, Qiuyue ;
Feng, Xuejun ;
Chen, Xudong ;
Lu, Ke .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 259
[77]   Optimization of GFRP-concrete-steel composite column based on genetic algorithm- artificial neural network [J].
Zhao, Zhongwei ;
Bao, Yuyang ;
Gao, Tian ;
An, Qi .
APPLIED OCEAN RESEARCH, 2024, 143
[78]   Research and application of pervious concrete as a sustainable pavement material: A state-of-the-art and state-of-the-practice review [J].
Zhong, Rui ;
Leng, Zhen ;
Poon, Chi-sun .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 183 :544-553