Advanced machine learning algorithms to evaluate the effects of the raw ingredients on flowability and compressive strength of ultra-high-performance concrete.


Journal

PloS one
ISSN: 1932-6203
Titre abrégé: PLoS One
Pays: United States
ID NLM: 101285081

Informations de publication

Date de publication:
2022
Historique:
received: 16 10 2022
accepted: 11 11 2022
entrez: 22 12 2022
pubmed: 23 12 2022
medline: 27 12 2022
Statut: epublish

Résumé

The estimation of concrete characteristics through artificial intelligence techniques is come out to be an effective way in the construction sector in terms of time and cost conservation. The manufacturing of Ultra-High-Performance Concrete (UHPC) is based on combining numerous ingredients, resulting in a very complex composite in fresh and hardened form. The more ingredients, along with more possible combinations, properties and relative mix proportioning, results in difficult prediction of UHPC behavior. The main aim of this research is the development of Machine Learning (ML) models to predict UHPC flowability and compressive strength. Accordingly, sophisticated and effective artificial intelligence approaches are employed in the current study. For this purpose, an individual ML model named Decision Tree (DT) and ensembled ML algorithms called Bootstrap Aggregating (BA) and Gradient Boosting (GB) are applied. Statistical analyses like; Determination Coefficient (R2), Root Mean Square Error (RMSE), and Mean Absolute Error (MAE) are also employed to evaluate algorithms' performance. It is concluded that the GB approach appropriately forecasts the UHPC flowability and compressive strength. The higher R2 value, i.e., 0.94 and 0.95 for compressive and flowability, respectively, of the DT technique and lesser error values, have higher precision than other considered algorithms with lower R2 values. SHAP analysis reveals that limestone powder content and curing time have the highest SHAP values for UHPC flowability and compressive strength, respectively. The outcomes of this research study would benefit the scholars of the construction industry to quickly and effectively determine the flowability and compressive strength of UHPC.

Identifiants

pubmed: 36548370
doi: 10.1371/journal.pone.0278161
pii: PONE-D-22-28547
pmc: PMC9779036
doi:

Substances chimiques

Pharmaceutical Vehicles 0

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

e0278161

Informations de copyright

Copyright: © 2022 Qian et al. This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

Déclaration de conflit d'intérêts

The authors have declared that no competing interests exist.

Références

Materials (Basel). 2022 May 24;15(11):
pubmed: 35683062
Materials (Basel). 2022 Jul 27;15(15):
pubmed: 35955144
Polymers (Basel). 2022 May 23;14(10):
pubmed: 35632011
Materials (Basel). 2021 Oct 02;14(19):
pubmed: 34640160
Materials (Basel). 2022 Jul 27;15(15):
pubmed: 35897626
Materials (Basel). 2022 Jun 09;15(12):
pubmed: 35744167
Materials (Basel). 2017 Feb 07;10(2):
pubmed: 28772495
Materials (Basel). 2020 Feb 25;13(5):
pubmed: 32106394
Materials (Basel). 2020 Dec 16;13(24):
pubmed: 33339297
Gels. 2022 Apr 26;8(5):
pubmed: 35621569

Auteurs

Yunfeng Qian (Y)

School of Civil Engineering, Changsha University of Science & Technology, Changsha, PR China.

Muhammad Sufian (M)

School of Civil Engineering, Southeast University, Nanjing, PR China.

Oussama Accouche (O)

College of Engineering and Technology, American University of the Middle East, Egaila, Kuwait.

Marc Azab (M)

College of Engineering and Technology, American University of the Middle East, Egaila, Kuwait.

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Classifications MeSH