Application of the Optimized Regression to Volume Expansion Evaluation of Cement Paste with Fly Ash and MgO Expansive Additive
DOI:
https://doi.org/10.14311/Keywords:
Cement Paste, Expansion, Fly Ash, Expansive Additive, Extra Tree Regression, Morris Feature SelectionAbstract
Few studies have been conducted on the use of machine learning (ML) techniques to predict the volume expansion (Ve) of cement paste when fly ash (FA) and MgO expansive addition (MEA) are present. Utilizing a set of data that contained 170 experimental results that were obtained from previous research, the purpose of this study was to develop and evaluate ML algorithms for the assessment of Ve. To achieve this, the Extra tree regression (ETR) was created. The technique uses FA, Portland cement (PC), MEA, and sample age (Age) as input parameters. The Red-Tailed Hawk Algorithm (RTHA) and the Electric Eel Foraging Algorithm (EEFA) establish the hyperparameters of ETR, which greatly affect its effectiveness. The variation percentages of the two models developed for these measures are a minimum of 13%; in some cases, this variation decreases by 53%, illustrating the ETR (R)'s predictive reliability and efficacy. For instance, for the RMSE index, ETR (R) achieved values of 0.0053 and 0.01 during the training and testing phases, which are about 28% and 14% lower than the corresponding values of ETR (E) at 0.0068 and 0.0114, correspondingly. The ETR (R) model is somewhat superior to the alternative model regarding its purpose.
Received: 21.10.2025
Received in revised form: 13.2.2025
Accepted: 1.9.2025
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Bofang Z (2013) Thermal stresses and temperature control of mass concrete. Butterworth-Heinemann
Benemaran RS, Esmaeili-Falak M, Kordlar MS (2024) Improvement of recycled aggregate concrete using glass fiber and silica fume. Multiscale and Multidisciplinary Modeling, Experiments and Design 7:1895–1914. https://doi.org/10.1007/s41939-023-00313-2
Ulm F-J, Coussy O (1995) Modeling of thermochemomechanical couplings of concrete at early ages. J Eng Mech 121:785–794
Esmaeili-Falak M, Sarkhani Benemaran R (2024) Application of optimization-based regression analysis for evaluation of frost durability of recycled aggregate concrete. Structural Concrete 25:716–737. https://doi.org/https://doi.org/10.1002/suco.202300566
Liu X, Zhang C, Chang X, et al (2015) Precise simulation analysis of the thermal field in mass concrete with a pipe water cooling system. Appl Therm Eng 78:449–459
Hassankhani E, Esmaeili-Falak M (2024) Soil–Structure Interaction for Buried Conduits Influenced by the Coupled Effect of the Protective Layer and Trench Installation. J Pipeline Syst Eng Pract 15:. https://doi.org/10.1061/JPSEA2.PSENG-1547
Mo L, Deng M, Wang A (2012) Effects of MgO-based expansive additive on compensating the shrinkage of cement paste under non-wet curing conditions. Cem Concr Compos 34:377–383
Min D, Mingshu T (1994) Formation and expansion of ettringite crystals. Cem Concr Res 24:119–126
Mo L, Deng M, Tang M, Al-Tabbaa A (2014) MgO expansive cement and concrete in China: Past, present and future. Cem Concr Res 57:1–12
Gao P, Xu S, Chen X, et al (2013) Research on autogenous volume deformation of concrete with MgO. Constr Build Mater 40:998–1001
Nobre J, Ahmed H, Bravo M, et al (2020) Magnesia (MgO) production and characterization, and its influence on the performance of cementitious materials: A review. Materials 13:4752
Esmaeili-Falak M, Benemaran RS (2023) Ensemble deep learning-based models to predict the resilient modulus of modified base materials subjected to wet-dry cycles. Geomechanics and Engineering 32:583–600
Liang S, Shen Y, Gao X, et al (2023) Symbolic machine learning improved MCFT model for punching shear resistance of FRP-reinforced concrete slabs. Journal of Building Engineering 69:106257. https://doi.org/https://doi.org/10.1016/j.jobe.2023.106257
Esmaeili-Falak M, Katebi H, Vadiati M, Adamowski J (2019) Predicting triaxial compressive strength and Young’s modulus of frozen sand using artificial intelligence methods. Journal of Cold Regions Engineering 33:4019007. https://doi.org/https://doi.org/10.1061/(ASCE)CR.1943-5495.0000188
Esmaeili-Falak M, Benemaran RS (2024) Ensemble Extreme Gradient Boosting based models to predict the bearing capacity of micropile group. Applied Ocean Research 151:104149. https://doi.org/10.1016/j.apor.2024.104149
Zhang K, Zhang Y, Razzaghzadeh B (2024) Application of the optimal fuzzy-based system on bearing capacity of concrete pile. Steel and Composite Structures 51:25
Nobre J, Ahmed H, Bravo M, et al (2020) Magnesia (MgO) production and characterization, and its influence on the performance of cementitious materials: A review. Materials 13:4752
Yang Y, Li C (1999) Study on long term autogenous volume deformation of MgO concrete. J Hydraul Eng 65:54–58
Zhu B (2003) Incremental type of computing model for the volume expansion of concrete with gentle volume expansion. Hydroelec Eng 29:20–23
Zhu B (2002) Computational model and experimental method for bulk expansion of gentle expansive concrete. J Hydraul Eng 33:18–21
Yang G, Yuan M (2004) The hyperbola model for autogenous expansion volume deformation of MgO concrete. J Hydroel Eng 4:38–44
Zhang G, Chen X, Du LH (2005) Analysis of expansion effect of magnesium oxide (MgO) in mass concrete. J Hydraul Eng 2:185–189
Zhang G (2002) MgO micro-expansion thermal integral model considering temperature process effect. Water Power 11:28–32
Feng C, Zhao C, Yu X, et al (2021) A Mathematical Model of the Expansion Evolution of Magnesium Oxide in Mass Concrete Based on Hydration Characteristics. Materials 14:3162
Liu SH, Fang KH (2005) Study on autogenous deformation of concrete incorporating MgO as expansive agent. Key Eng Mater 302:155–161
Xu P, Zhu Y, Ben N (2008) Computing model for autogenous volume deformation of MgO concrete based on degree of hy-dration. Water Resour Hydrop Eng 2:22–25
Zhao W, Wang L, Zhang Z, et al (2024) Electric eel foraging optimization: A new bio-inspired optimizer for engineering applications. Expert Syst Appl 238:122200
Ferahtia S, Houari A, Rezk H, et al (2023) Red-tailed hawk algorithm for numerical optimization and real-world problems. Sci Rep 13:12950. https://doi.org/10.1038/s41598-023-38778-3
Simm J, De Abril IM, Sugiyama M (2014) Tree-based ensemble multi-task learning method for classification and regression. IEICE Trans Inf Syst 97:1677–1681
Zhang J, Lv T, Hou D, Dong B (2023) Synergistic effects of fly ash and MgO expansive additive on cement paste: Microstructure and performance. Constr Build Mater 371:130740
Dawei Y, Bing Z, Bingbing G, et al (2023) Predicting the CPT-based pile set-up parameters using HHO-RF and PSO-RF hybrid models. Structural Engineering and Mechanics 86:673–686
Yaychi BM, Esmaeili-Falak M (2024) Estimating Axial Bearing Capacity of Driven Piles Using Tuned Random Forest Frameworks. Geotechnical and Geological Engineering. https://doi.org/10.1007/s10706-024-02952-9
Li D, Zhang X, Kang Q, Tavakkol E (2023) Estimation of unconfined compressive strength of marine clay modified with recycled tiles using hybridized extreme gradient boosting method. Constr Build Mater 393:131992. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2023.131992
Sun X, Dong X, Teng W, et al (2024) Creation of regression analysis for estimation of carbon fiber reinforced polymer-steel bond strength. Steel and Composite Structures 51:509–527
Akinola OA, Ezugwu AE, Oyelade ON, Agushaka JO (2022) A hybrid binary dwarf mongoose optimization algorithm with simulated annealing for feature selection on high dimensional multi-class datasets. Sci Rep 12:14945. https://doi.org/10.1038/s41598-022-18993-0
Simm J, De Abril IM, Sugiyama M (2014) Tree-based ensemble multi-task learning method for classification and regression. IEICE Trans Inf Syst 97:1677–1681
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