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2024 | OriginalPaper | Chapter

Predicting the Porosity of SCM-Blended Concrete Composites Using Ensemble Machine Learning Models

Authors : Saad Shamim Ansari, Sayed Ali Farid, Syed Ahmad Abdullah, Mohammad Abuzar, Mohammad Swaleh Ahmad, Syed Muhammad Ibrahim

Published in: Recent Advances in Civil Engineering for Sustainable Communities

Publisher: Springer Nature Singapore

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Abstract

Cement manufacture is a major source of pollution in the environment as it contributes to 5–7% of total CO2 emissions globally. Quantity of cement in concrete manufacturing can be reduced by using alternative pozzolanic materials known as supplementary cementitious materials (SCMs). SCMs include a wide range of materials, such as fly ash, slag, metakaolin, silica fume, nanosilica, and other materials that are rich in silica and alumina. These materials are added to concrete mixtures in order to influence various properties of the concrete; one of its important properties is porosity as porosity can have a significant impact on the durability and strength of the concrete. To study the influence of various SCMs on the porosity, either an exhaustive set of experiments or soft computing techniques are needed. This paper presents the use of soft computing techniques as ensemble machine learning (EML) models to predict the values of porosity with differing proportions of SCMs in the concrete mix. Random forest (RF), AdaBoost (AdB), and gradient boosting (GB) were the EML models that were developed in this study. Gradient boosting was shown to be the best predictor of porosity, while the random forest model was found to be subpar after the models were examined under model efficiency parameters. For training, the coefficient of correlation (R2), mean absolute error (MAE), and root-mean-squared error (RMSE) were determined to be 0.995, 0.279, and 0.0.341 for GB, respectively, and for random forest, they were 0.979, 0.383, and 0.677, respectively.

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Literature
5.
go back to reference Magudeaswaran P, Vivek Kumar C, Vamsi Krishna K, Nagasaibaba A, Ravinder R (2023) Investigational studies on the impact of supplementary cementitious materials (SCM) for identifying the strength and durability characteristics in self curing concrete. Mater Today Proc. https://doi.org/10.1016/j.matpr.2023.03.161 Magudeaswaran P, Vivek Kumar C, Vamsi Krishna K, Nagasaibaba A, Ravinder R (2023) Investigational studies on the impact of supplementary cementitious materials (SCM) for identifying the strength and durability characteristics in self curing concrete. Mater Today Proc. https://​doi.​org/​10.​1016/​j.​matpr.​2023.​03.​161
6.
go back to reference Ansari MA, Shariq M, Mahdi F (2023) Structural behavior of reinforced geopolymer concrete beams—a review. Mater Today Proc Ansari MA, Shariq M, Mahdi F (2023) Structural behavior of reinforced geopolymer concrete beams—a review. Mater Today Proc
14.
go back to reference Mughees A, Sharma A, Ansari SS, Ibrahim SM (2023) Prediction of the compressive strength of nano-titanium based concrete composites using machine learning. Mater Today Proc Mughees A, Sharma A, Ansari SS, Ibrahim SM (2023) Prediction of the compressive strength of nano-titanium based concrete composites using machine learning. Mater Today Proc
16.
go back to reference Abbas S, Soliman AM, Nehdi ML (2015) Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages. Constr Build Mater 75:429–441CrossRef Abbas S, Soliman AM, Nehdi ML (2015) Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages. Constr Build Mater 75:429–441CrossRef
17.
go back to reference Ahmed T, Elchalakani M, Karrech A, Dong M, Mohamed Ali MS, Yang H (2021) ECO-UHPC with high-volume class-F fly ash: new insight into mechanical and durability properties. J Mater Civ Eng 33(7):04021174CrossRef Ahmed T, Elchalakani M, Karrech A, Dong M, Mohamed Ali MS, Yang H (2021) ECO-UHPC with high-volume class-F fly ash: new insight into mechanical and durability properties. J Mater Civ Eng 33(7):04021174CrossRef
18.
go back to reference Chan YW, Chu SH (2004) Effect of silica fume on steel fiber bond characteristics in reactive powder concrete. Cem Concr Res 34(7):1167–1172CrossRef Chan YW, Chu SH (2004) Effect of silica fume on steel fiber bond characteristics in reactive powder concrete. Cem Concr Res 34(7):1167–1172CrossRef
19.
go back to reference Charron JP, Denarié E, Brühwiler E (2007) Permeability of ultra high performance fiber reinforced concretes (UHPFRC) under high stresses. Mater Struct 40:269–277CrossRef Charron JP, Denarié E, Brühwiler E (2007) Permeability of ultra high performance fiber reinforced concretes (UHPFRC) under high stresses. Mater Struct 40:269–277CrossRef
20.
go back to reference Chiaia B, Fantilli AP, Guerini A, Volpatti G, Zampini D (2014) Eco-mechanical index for structural concrete. Constr Build Mater 67:386–392CrossRef Chiaia B, Fantilli AP, Guerini A, Volpatti G, Zampini D (2014) Eco-mechanical index for structural concrete. Constr Build Mater 67:386–392CrossRef
21.
go back to reference Corinaldesi V, Moriconi G (2012) Mechanical and thermal evaluation of ultra high performance fiber reinforced concretes for engineering applications. Constr Build Mater 26(1):289–294CrossRef Corinaldesi V, Moriconi G (2012) Mechanical and thermal evaluation of ultra high performance fiber reinforced concretes for engineering applications. Constr Build Mater 26(1):289–294CrossRef
22.
go back to reference Gesoglu M, Güneyisi E, Asaad DS, Muhyaddin GF (2016) Properties of low binder ultra-high performance cementitious composites: comparison of nanosilica and microsilica. Constr Build Mater 102:706–713CrossRef Gesoglu M, Güneyisi E, Asaad DS, Muhyaddin GF (2016) Properties of low binder ultra-high performance cementitious composites: comparison of nanosilica and microsilica. Constr Build Mater 102:706–713CrossRef
23.
go back to reference Ghafari E, Costa H, Júlio E, Portugal A, Durães L (2014) The effect of nanosilica addition on flowability, strength and transport properties of ultra high performance concrete. Mater Des 59:1–9CrossRef Ghafari E, Costa H, Júlio E, Portugal A, Durães L (2014) The effect of nanosilica addition on flowability, strength and transport properties of ultra high performance concrete. Mater Des 59:1–9CrossRef
24.
go back to reference Ghafari E, Ghahari SA, Costa H, Júlio E, Portugal A, Durães L (2016) Effect of supplementary cementitious materials on autogenous shrinkage of ultra-high performance concrete. Constr Build Mater 127:43–48CrossRef Ghafari E, Ghahari SA, Costa H, Júlio E, Portugal A, Durães L (2016) Effect of supplementary cementitious materials on autogenous shrinkage of ultra-high performance concrete. Constr Build Mater 127:43–48CrossRef
25.
go back to reference Ghavami S, Naseri H, Jahanbakhsh H, Nejad FM (2021) The impacts of nano-SiO2 and silica fume on cement kiln dust treated soil as a sustainable cement-free stabilizer. Constr Build Mater 285:122918CrossRef Ghavami S, Naseri H, Jahanbakhsh H, Nejad FM (2021) The impacts of nano-SiO2 and silica fume on cement kiln dust treated soil as a sustainable cement-free stabilizer. Constr Build Mater 285:122918CrossRef
26.
go back to reference Guvensoy G, Bayramov F, Ilki A, Sengul C, Tasdemir A, Kocaturk N, Yerlikaya M (2004) Mechanical behavior of high performance steel fiber reinforced cementitious composites under cyclic loading condition, ultra high performance concrete (UHPC). In: Proceedings of the international symposium on UHPC, Kassel, Germany, pp 649–660 Guvensoy G, Bayramov F, Ilki A, Sengul C, Tasdemir A, Kocaturk N, Yerlikaya M (2004) Mechanical behavior of high performance steel fiber reinforced cementitious composites under cyclic loading condition, ultra high performance concrete (UHPC). In: Proceedings of the international symposium on UHPC, Kassel, Germany, pp 649–660
27.
go back to reference Habel K, Viviani M, Denarié E, Brühwiler E (2006) Development of the mechanical properties of an ultra-high performance fiber reinforced concrete (UHPFRC). Cem Concr Res 36(7):1362–1370CrossRef Habel K, Viviani M, Denarié E, Brühwiler E (2006) Development of the mechanical properties of an ultra-high performance fiber reinforced concrete (UHPFRC). Cem Concr Res 36(7):1362–1370CrossRef
28.
go back to reference Hassan AMT, Jones SW, Mahmud GH (2012) Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC). Constr Build Mater 37:874–882CrossRef Hassan AMT, Jones SW, Mahmud GH (2012) Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC). Constr Build Mater 37:874–882CrossRef
29.
go back to reference Hassan AM (2013) Ultra high performance fibre reinforced concrete for highway bridge applications (Doctoral dissertation, University of Liverpool) Hassan AM (2013) Ultra high performance fibre reinforced concrete for highway bridge applications (Doctoral dissertation, University of Liverpool)
30.
go back to reference Huang W, Kazemi-Kamyab H, Sun W, Scrivener K (2017) Effect of cement substitution by limestone on the hydration and microstructural development of ultra-high performance concrete (UHPC). Cement Concr Compos 77:86–101CrossRef Huang W, Kazemi-Kamyab H, Sun W, Scrivener K (2017) Effect of cement substitution by limestone on the hydration and microstructural development of ultra-high performance concrete (UHPC). Cement Concr Compos 77:86–101CrossRef
31.
go back to reference Jiang G, Rong Z, Sun W (2015) Effects of metakaolin on mechanical properties, pore structure and hydration heat of mortars at 0.17 w/b ratio. Constr Build Mater 93:564–572CrossRef Jiang G, Rong Z, Sun W (2015) Effects of metakaolin on mechanical properties, pore structure and hydration heat of mortars at 0.17 w/b ratio. Constr Build Mater 93:564–572CrossRef
32.
go back to reference Kang SH, Jeong Y, Tan KH, Moon J (2018) The use of limestone to replace physical filler of quartz powder in UHPFRC. Cement Concr Compos 94:238–247CrossRef Kang SH, Jeong Y, Tan KH, Moon J (2018) The use of limestone to replace physical filler of quartz powder in UHPFRC. Cement Concr Compos 94:238–247CrossRef
33.
go back to reference Li S, Cheng S, Mo L, Deng M (2020) Effects of steel slag powder and expansive agent on the properties of ultra-high performance concrete (UHPC): based on a case study. Materials 13(3):683CrossRef Li S, Cheng S, Mo L, Deng M (2020) Effects of steel slag powder and expansive agent on the properties of ultra-high performance concrete (UHPC): based on a case study. Materials 13(3):683CrossRef
37.
go back to reference Chicco D, Warrens MJ, Jurman G (2021) The coefficient of determination R-squared is more informative than SMAPE, MAE, MAPE, MSE and RMSE in regression analysis evaluation. PeerJ Comput Sci 7:e623CrossRef Chicco D, Warrens MJ, Jurman G (2021) The coefficient of determination R-squared is more informative than SMAPE, MAE, MAPE, MSE and RMSE in regression analysis evaluation. PeerJ Comput Sci 7:e623CrossRef
Metadata
Title
Predicting the Porosity of SCM-Blended Concrete Composites Using Ensemble Machine Learning Models
Authors
Saad Shamim Ansari
Sayed Ali Farid
Syed Ahmad Abdullah
Mohammad Abuzar
Mohammad Swaleh Ahmad
Syed Muhammad Ibrahim
Copyright Year
2024
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-0072-1_5