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Experimenting the influence of corncob ash on the mechanical strength of slag-based geopolymer concrete

  • Jing Wang EMAIL logo , Qian Qu , Suleman Ayub Khan , Badr Saad Alotaibi , Fadi Althoey , Yaser Gamil and Taoufik Najeh EMAIL logo
Published/Copyright: March 4, 2024
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REVIEWS ON ADVANCED MATERIALS SCIENCE
From the journal REVIEWS ON ADVANCED MATERIALS SCIENCE Volume 63 Issue 1

Abstract

The construction sector has been under growing public attention recently as one of the leading causes of climate change and its detrimental effects on local communities. In this regard, geopolymer concrete (GPC) has been proposed as a replacement for conventional concrete. Predicting the concrete’s strength before pouring is, therefore, quite useful. The mechanical strength of slag and corncob ash (SCA–GPC), a GPC made from slag and corncob ash, was predicted utilizing multi-expression programming (MEP). Modeling parameters’ relative importance was determined using sensitivity analysis. When estimating the compressive, flexural, and split tensile strengths of SCA–GPC with MEP, 0.95, 0.93, and 0.92 R 2-values were noted between the target and predicted results. The developed models were validated using statistical tests for error and efficiency. The sensitivity analysis revealed that within the mix proportions, the slag quantity (65%), curing age (25%), and fine aggregate (3.30%) quantity significantly influenced the mechanical strength of SCA–GPC. The MEP models result in distinct empirical equations for the strength characteristics of SCA–GPC, unlike Python-based models, which might aid industry and researchers worldwide in determining optimal mix design proportions, thus eliminating unneeded test repetitions in the laboratory.

Keywords: geopolymer concrete; corncob ash; mechanical strength

1 Introduction

Over time, the environmental impact of concrete’s lengthy history as a key construction material has come into focus [1]. The global demand for cement and concrete is predicted to triple by 2050, which will increase carbon emissions and hasten the loss of biodiversity [2]. Researchers have been trying to develop new binders to replace Portland cement (PC) because of its high energy and carbon footprint [2]. The primary binding component in concrete, PC, is made using around 1.7 tons of raw ingredients and 0.8 tons of carbon dioxide [3]. In light of this, immediate action is necessary to mitigate the effect of cement production on climate change [2]. Scientific and technological advancements have made it possible to recycle agricultural and industrial waste into new construction materials, which contributes to material sustainability [4,5,6]. Supplementary cementitious materials made from recycled agricultural and industrial waste have positive effects on the environment, the economy, and society as a whole [7,8,9]. Substituting reused products for PC is an effective, cost-effective, and sustainable way to lessen one’s impact on the environment [10,11,12].

An eco-friendly alternative to traditional concrete, geopolymer concrete (GPC) uses recycled agricultural and industrial materials in place of cement as a binder [13,14,15]. Geopolymerization indicates that the utilization of alkali silicate/alkali hydroxide is involved in the initiation of raw materials grounded on aluminosilicate [16]. Aluminate and silicate species are released as a result of the source materials’ dissolution and de-polymerization during this process. The species undergo reorganization and polymerization, eventually creating a network of geopolymer in three dimensions. As time passes, the resultant gel hardens, adding to the material’s durability [17]. Fly ash (FAS), silica fume, metakaolin (MK), red mud, ground granulated blast furnace slag (GGBFS), and rice husk ash (RHA) are only a few of the many examples of recycled agricultural and industrial materials that show promise as geopolymer (aluminosilicate) precursors [18,19,20,21,22,23,24,25,26,27]. As an alternative to GPC, GGBFS’s reasonable cost-benefit and low environmental impact make it a promising component of eco-friendly and cost-effective concrete [28,29], augmented stiffness [30], and great opposition to chemical attacks [31,32]. However, CCA is a relatively new ingredient. Due to its increased silica concentration, CCA can be used in place of or in addition to traditional pozzolanic materials such as FAS and RHA. Sustainable infrastructure projects use geopolymer-stabilized road bases [33]. This technology increases road strength and durability, minimizing maintenance and increasing lifespan [34]. Geopolymer technology is widely used to build strong, eco-friendly transportation networks. Researchers are looking toward making this green concrete at room temperature in order to avoid the problems associated with using GPC that have been baked in an oven on-site. Understanding that meeting strength standards is not the only criterion for evaluating performance is also crucial. Resistance to environmental and other pressures should be considered when estimating a building’s service life. One possible alternative to traditional concrete for environmentally sensitive places is GPC, which provides longer life and stronger mechanical characteristics [31]. The aforesaid sources all agree that GPC’s superior durability and mechanical capabilities can be attributed to the material’s distinct chemical composition [23,35,36]. In recent years, GPC’s performance has increased because of the use of nano-silica and recycled plastic particles [37,38,39].

Engineers, scientists, researchers, and computer programmers are finding that artificial intelligence (AI) greatly influences their work in developing new products and improving existing ones. Researchers who are able to apply AI to their regular work are in high demand to answer a wide range of difficulties facing the engineering industry. Despite the promising future of AI-based systems, several drawbacks and performance worries remain. They had a hard time with things that humans take for granted, such as recognizing objects and following conversations [40]. Because of this, current AI has a hard time coming up with adequate alternatives for teaching computer intuition. Machine learning (ML) has been employed by AI systems as a means of addressing these concerns [40,41]. ML algorithms allow computers to acquire the knowledge they need to perform an action by inspecting a sufficiently big data collection [42,43]. Prior to implementing the strategy, it is necessary to reclaim the characteristics that best characterize the most precise data. The phrase “feature extraction” is used to characterize this technique. Then, the sample data, attributes, and pattern separation instructions are trained using ML [40,44,45]. Modern research in civil engineering must incorporate statistical methods and AIAI to tackle increasingly complex challenges. One popular use of AI and statistical approaches in civil engineering is to forecast concrete’s compressive strength (CS) [1,20,46,47]. Some of the more challenging problems that have been addressed with these methods include the prediction of chloride penetration, the shear behavior of beams, the axial behavior of various columns, and the strength and slump of self-compacting concrete [48,49,50,51]. Future studies can benefit from these predictions since they limit the number of potential test configurations, which in turn makes them shorter and cheaper. Many ML methods, such as gene expression programmings (GEPs), artificial neural networks (ANNs), decision trees (DTs), boosting, gaussian process regressions, regression trees, expression trees, support vector machines (SVMs), and MEPs, can be used to predict concrete strength [52,53,54]. The mechanical properties were forecasted employing the MEP approach, which is one of the highly accurate ML methods. Prior ML-based relevant research work is provided in Table 1.

Table 1

ML-based literature study

Ref. Materials studied Properties predicted ML method employed
[55] Fiber-reinforced concrete Ultrasonic pulse velocity Gradient boosting extreme gradient boosting.
[56] ordinary portland cement–concrete CS SVM and ANN
[57] Wood ash–cement–nano TiO2-based mortar Mechanical properties ANN
[58] Phosphoric acid slurry Dynamic viscosity ANN, DT, and random forest (RF)
[59] Lightweight geopolymer mortar CS GEP
[60] MK-based concrete Mechanical properties GEP and MEP

In this study, the mechanical strength of GPC made from slag and corncob ash (SCA–GPC) was predicted using AI techniques based on experimental results. The objectives of the study were achieved by employing the multi-expression programming (MEP) method. The MEP approach was opted for because it provides empirical equation-based models that can be implemented worldwide in potential future mix design formulations. Running statistical tests and comparing the modeled and observed results allowed for an assessment of the models’ approximative correctness. Experiments are labor and resource-intensive because of the complexities inherent in their techniques as they involve obtaining the required materials, casting the samples, curing them to increase their strength, and finally evaluating them. Applying state-of-the-art modeling techniques, such as ML, to the building industry could substantially aid in mitigating these issues. The combined impact of the many parameters on SCA–GPC strength is very difficult to detect using conventional testing methods. In this study, sensitivity analysis was employed to look at the relative significance of different variables. The information that ML techniques need can be gathered from previous studies. That means that the dataset can be utilized in ML procedure runs, estimates of material properties, and investigations of impacts. The effectiveness of the MEP method for forecasting SCA–GPC strength was verified in this article by using an experimental dataset. The outcomes of this study have the potential to influence sustainable building methods and increase GPC’s adaptability in the construction industry.

2 Investigation methods

2.1 Gathering data and evaluation

This study sought to forecast the CS, flexural strength (FS), and split-tensile strength (STS) of SCA–GPC, a GPC made from slag and corncob ash (CCA), using MEP models [47]. A grand total of 260 data points were produced by the experimental investigation. The anticipated STS, FS, and CS of SCA–GPC were established on the following 10 input factors: CCA, molar concentration (MC), fine aggregate (FA), blast furnace slag (BFS), sodium hydroxide pellets (SHP), coarse aggregate (CA), curing day (CD), sodium silicate gel (SSG), water (W), and concrete grade (CG). In order to gather and arrange the data, data preparation was employed. It is common practice to employ data preparation for data mining in order to circumvent a major roadblock while attempting the recognized method of information finding from data. Cleaning the data of noise and unnecessary details is what data preparation is all about. The outcomes of numerous descriptive statistics that were computed with these data are presented in Table 2. The accuracy of the models used was also evaluated through validation. The graphs in Figure 1 demonstrate the distributions of the values’ frequencies. Just by adding together the distributions of all the pieces of a dataset, you may determine its overall frequency distribution. By creating a relative frequency distribution, one may observe the frequency with which particular values occur.

Table 2

Statistical accounts of a set of factors

Descriptive statistics BFS (kg·m−3) CCA (kg·m−3) FA (kg·m−3) CA (kg·m−3) W (kg·m−3) SHP (kg·m−3) SSG (kg·m−3) CD (days) MC (M) CG (MPa) CS (MPa) FS (MPa) STS (MPa)
Mean 218.65 215.24 818.12 1044.99 35.22 23.38 146.40 45.25 14.00 34.96 35.90 5.36 3.65
Standard error 9.54 9.48 3.53 0.01 0.13 0.13 0.00 1.93 0.10 0.31 0.76 0.06 0.04
Median 228.00 195.00 841.00 1045.00 35.16 23.44 146.40 42.00 14.00 30.00 36.04 5.47 3.60
Mode 0.00 0.00 841.00 1045.00 37.86 20.74 146.40 7.00 12.00 30.00 29.04 5.00 3.60
Standard deviation 153.90 152.78 56.90 0.09 2.15 2.15 0.01 31.20 1.65 5.01 12.19 1.01 0.66
Sample variance 23685.6 23341.7 3237.34 0.01 4.63 4.63 0.00 973.43 2.72 25.10 148.64 1.03 0.43
Kurtosis −1.12 −1.12 −1.41 127.47 −1.53 −1.53 127.47 −1.34 −1.53 −2.02 −0.74 −0.58 0.58
Skewness 0.12 0.13 −0.14 −1.34 0.04 −0.04 −1.34 0.25 0.00 0.02 0.17 −0.24 0.20
Range 488.00 488.00 171.00 1.00 5.22 5.22 0.10 83.00 4.00 10.00 53.42 4.64 4.57
Minimum 0.00 0.00 728.00 1044.00 32.64 20.74 146.30 7.00 12.00 30.00 10.67 2.81 1.97
Maximum 488.00 488.00 899.00 1045.00 37.86 25.96 146.40 90.00 16.00 40.00 64.09 7.45 6.54
Sum 56850.0 55962.0 212712.0 271698.0 9157.44 6078.5 38063.8 11765.0 3640.0 9090.0 9334.0 1393.58 949.4
Figure 1 Statistical dissemination of dataset parameters.
Figure 1 Statistical dissemination of dataset parameters.
Figure 1

Statistical dissemination of dataset parameters.

Input data distribution and patterns are known to affect the prediction model. Figure 1 shows the resulting distribution of frequencies of the supplied dataset. The graph below shows that the input data frequencies are relatively high, and the distribution is not uniform, suggesting that the models can be used for more varied data. In addition, Table 2 provides a variety of statistical values for data to shed light on the database. These tables display information about the input data, such as its distribution (standard deviation and variance), mean, extreme, and pattern (kurtosis and skewness). Skewness was used to check the symmetry of the data, and everything was fine there because all the research variables were within the optimal range of 3 to +3. A measure of the distribution’s peakedness or flatness called kurtosis was also employed [61]. All of the model variables’ kurtosis values fell within the acceptable range of 10 to +10, indicating a well-shaped distribution and avoiding drastic outliers [62,63].

2.2 ML simulations

In a controlled laboratory setting, the mechanical characteristics of SCA–GPC were investigated. The production of STS, FS, and CS requires the incorporation of ten distinct ingredients. A cutting-edge ML technique called MEP was used to forecast the SCA–GPC’s STS, FS, and CS. The primary use case for ML algorithms is the comparison of outputs to inputs. 70% percent of the data was utilized to train ML models, whereas just 30% of it was used for testing. In order to train the model to learn patterns on most of the data and then assess its generalization performance on an independent set, the data split is a crucial step in evaluating ML models. To avoid over-fitting to the training set and get a good idea of the model’s predictive skills, this split is useful for testing how it does on unknown data. A similar data-splitting approach has been adopted by other scholars in comparable nature studies [64,65,66]. The R 2 score of the predicted result demonstrated the reliability of the model. The R 2 number indicates how well the actual results match the predictions; a low value indicates a large mismatch [67]. The accuracy of the model was confirmed by multiple analyses, including statistical analyses and error checks. Figure 2 shows a streamlined illustration of an event model. Table 3 displays the values of the hyper-parameters used by the MEP model. The selection of a fitness function, the representation of programs as linear chromosomes, and the use of evolutionary operators, including mutation, crossover, and selection, are all important requirements in MEP. Important parameters that affect the model are the length of the algorithm or code and the number of subpopulations. The model’s capacity to grasp complex relationships in the data is influenced by the complexity and expressive power of the evolved programs, which are, in turn, affected by the number of subpopulations and the diversity of the population, both of which affect the exploration–exploitation trade-offs.

Figure 2 Diagram for a ML-based investigation.
Figure 2

Diagram for a ML-based investigation.

Table 3

Details for MEP models defined

MEP
Factors Settings
Terminal set Problem input
Number of generations 500
Problem type Regression
Number of treads 2
Number of runs 15
Function set Square root, +, −, ×, ÷
Error MSE, MAE
Mutation probability 0.01
Subpopulation size 100
Replication number 15
Code length 50
Number of subpopulations 50
Operators/variables 0.5
Crossover probability 0.9

Symbolic mathematical expressions are generated by MEP, an evolutionary computation technique, in the context of GPC mechanical property prediction. Finding the optimal program to describe the link between input parameters and CS is the goal of MEP, which is accomplished through an iterative process of creating mathematical programs within a population. There are evolutionary operators that direct population refinement and a fitness function that assesses how well each program approximates observations of mechanical property values. Using the input parameters, the MEP-generated model predicts the mechanical properties of GPC by extracting the best-performing mathematical expression. The size and complexity of MEP mathematical expressions depend on code length. Longer codes allow more complex expressions, which may capture data relationships. Table 3 lists the parameters, including generations, population size, subpopulations, and code length set for optimized MEP models. They affect the algorithm’s capacity to evolve correct mathematical representations of mechanical features.

2.2.1 MEP model

The MEP is a state-of-the-art, demonstrative linear-based GP method because of its usage of linear chromosomes. Differentiating MEP from other, more recent variants of the GP method is its ability to encode numerous bits of software (alternatives) into a single chromosome. The result is reached by employing fitness analysis to pick the optimal chromosome [68,69]. According to Oltean and Grosan, this happens when a bipolar system recombines to form two new offspring, with each offspring choosing one parent [70]. As shown in Figure 3, the procedure will continue until the optimal program is found prior to the termination condition. Fitness analysis is crucial in MEP for evaluating evolved mathematical expressions for dataset fitting. The fitness function determines the best chromosomes for reproduction by measuring the difference between a program’s output and its target outputs. MEP favors fit programs through selection, crossover, and mutation. Iteratively, the algorithm stops when it reaches a fitness level, a number of generations, or limited improvement, guaranteeing it stops within restrictions. Mutations in MEP arise during evolution and modify linear chromosomal elements. Small chromosomal program mutations increase genetic diversity in the population. Mutations begin early in the MEP optimization process, enabling for unique solutions and impacting future generations’ genetic material. Mutations improve the algorithm’s solution space search and fitness landscape adaptation. Similar to the other ML paradigms, the MEP model allows for the combination of different parts. In MEP, some of the criteria that matter include the number of subpopulations, the length of the algorithm/code, the probability of crossover, and the number of functions [71]. Assessing the population becomes more challenging and time-consuming when the population size is the whole number of packages. Also significantly impacted by code length is the size of the produced mathematical expressions. See Table 3 for the full list of MEP parameters needed to build a trustworthy rheological property model.

Figure 3 MEP procedure’s method flowchart [76].
Figure 3

MEP procedure’s method flowchart [76].

Using literature datasets is commonplace in the MEP method’s evaluation and modeling stages [72,73]. Popular linear GP methodologies like the MEP are deemed by some scholars to be superior for predicting the properties of viable concrete. Linear genomic programming, in conjunction with maximum-likelihood estimation, was determined by Grosan and Abraham to be the most effective neural network-based strategy [74]. The GEP’s method of operation is marginally more intricate than that of the MEP [71]. Notwithstanding MEP’s reduced density compared to GEP, there are a few key differences: (i) MEP explicitly encodes function argument references; (ii) non-coding components are not required to be exhibited at a set point contained by the chromosomes; and (iii) MEP allows code re-process [75]. The signs located at the “tail” and “head” of a normal GEP gene make it easy to write syntactically accurate software programs, which leads many to believe that the GEP has superior capabilities [70]. This necessitates a more thorough evaluation of each of these genetic approaches to engineering challenges.

2.3 Authentication of MEP simulations

Models constructed using MEP were tested for statistical validity against a test dataset. The three outputs were evaluated employing (7) distinct statistical techniques [73,77,78,79,80]: Nash–Sutcliffe efficiency (NSE), root mean square error (RMSE), mean absolute error (MAE), relative root mean square error (RRMSE), relative squared error (RSE), mean absolute percentage error (MAPE), and Pearson’s correlation coefficient (R). Eqs. (1)–(7) provide the formulas for various statistical metrics:

(1) R = ∑ i = 1 n ( a i − a ¯ i ) ( p i − p i ¯ ) ∑ i = 1 n ( a i − a i ¯ ) 2 ∑ i = 1 n ( p i − p ¯ i ) 2 ,

(2) MAE = 1 n ∑ i = 1 n | P i − T i | ,

(3) RMSE = ∑ ( P i − T i ) 2 n ,

(4) MAPE = 100 % n ∑ i = 1 n | P i − T i | T i ,

(5) RSE = ∑ i = 1 n ( a i − p i ) 2 ∑ i = 1 n ( a ¯ − a i ) 2 ,

(6) NSE = 1 − ∑ i = 1 n ( a i − p i ) 2 ∑ i = 1 n ( a i − p i ¯ ) 2 ,

(7) RRMSE = 1 | a ¯ | ∑ 1 = 1 n ( a i − p i ) 2 n ,

where n is the whole set of numerical values; a i and p i are the ith actual and predicted values, correspondingly; and a i and p i are the average actual and predicted values, respectively. Usually, the correlation coefficient (R) is used to quantify the prediction power of a model. The correlation between observed and predicted output quantities is high when R is greater than 0.8 [81]. Component R’s value, however, remains unchanged when multiplied or divided. R 2 gives a better approximation of the real value since it was computed between the predicted and observed outcomes. The values of R 2 that are closer to 1 indicate that the model was more effectively built [82,83]. Both MAE and RMSE fared exceptionally well when confronted with progressively more severe mistakes. MAE is the average absolute difference between anticipated and actual values, while RMSE squares these differences, weighting bigger errors. MAE is more effective when big mistakes are not punished, but RMSE is more susceptible to outliers due to the squaring effect. They show how error size affects model performance: greater errors increase RMSE, making it ideal for scenarios where minimizing large errors is critical. When errors are few, the constructed model works better, and the mean absolute error and RMSE get close to zero [84,85]. The most effective datasets for MAE, according to subsequent research, are continuous and smooth [86]. Typically, the model’s performance improves as the values of the previous errors decrease.

3 Results and appraisal

3.1 MEP models

3.1.1 CS MEP model

The evolutionary process of MEP yields the empirical formula for GPC CS calculation. The program investigates mathematical expressions involving GPC’s ten components such as material kind and proportion. MEP optimizes coefficients and constituent connections to forecast CS using a symbolic formula that best fits the data. To improve the formula, fitness evaluation, selection, crossover, and mutation are used. The empirical formula is a mathematical model of the complicated concrete constituent-CS relationship. The following equation represents the final model equation:

CS ( MPa ) = BFS − 2 BFS CD − 2 BFS − BFS CD + MC CD + CG + CG CD

− CCA − 2 BFS + 4 BFS CD 2 BFS − SSG CD + CCA 2 BFS − BFS CD + CCA

(8) + CD ( 4 FA − 4 BFS CD + 2 CA ) ( CD − SHP ) ( CD 2 − 2 W + 2 SSG CD + CCA ) ,

where CCA represents corncob ash, SSG represents the Na2SiO3 gel, BFS represents the blast furnace slag, W represents the water; SHP denotes the NaOH pellets, CG represents the concrete grade, CA represents the coarse aggregate, CD denotes the curing day, MC represents the molar concentration, and FA denotes the fine aggregate.

In addition to successfully handling oversimplification, the MEP model exhibits good performance on new, untested data, as seen in Figure 4(a). Well-trained MEP models have learned complex data linkages to capture problem nuances. The model must prevent overfitting and generalize well to new data, but it must also handle oversimplification. This balance shows the MEP model’s ability to handle complexity without becoming too complicated to anticipate real-world outcomes. This model has an R 2 value of 0.956. The CS-MEP model predicts the CS of SCA–GPC more accurately, which is why it has a higher R 2 value. Figure 4(b) shows the results of some MEP simulations that look at the absolute discrepancies between the actual and ideal values. Examining absolute differences shows how significantly MEP forecasts diverge from actual values on average. A smaller absolute difference indicates a more accurate forecast, whereas greater discrepancies indicate a wider error range, demonstrating the MEP model’s dispersion and reliability. Based on the information provided, the MEP forecast error might be anywhere from 0.04 to 7.13 MPa. In addition, the standard deviation of the errors was less than 1.79 MPa, with 34 of the readings being less than 1 MPa, 36 being between 1 and 3 MPa, and 16 being greater than 3 MPa. Using the MEP equation reduces the error standard deviations and the degree of correlation (R 2). The MEP equation is often used because of its simplicity and versatility. It would appear that the MEP model is among the best ML prediction models due to its high correlation coefficient and low error rates.

Figure 4 CS-MEP model in SCA-GPC: (a) the relationship between assessed and predicted CS and (b) the dispersion of errors in assessed and forecasted CS.
Figure 4

CS-MEP model in SCA-GPC: (a) the relationship between assessed and predicted CS and (b) the dispersion of errors in assessed and forecasted CS.

3.1.2 FS MEP model

The empirical formula for GPC FS calculation comes from MEP evolution. This application examines mathematical formulas involving GPC’s ten components, including material kind and proportion. For FS prediction, MEP optimizes coefficients and constituent links using a symbolic formula that matches data. Fitness evaluation, selection, crossover, and mutation improve the formula. The complex concrete constituent–FS relationship is mathematically modeled by the empirical formula. The following equation displays the final model equations:

(9) FS ( MPa ) = 2 FA + SSG MC CA − SSG − W 2 CD + SSG MC + SHP − CCA − BFS CG

where CCA represents the corncob ash, SSG represents the Na2SiO3 gel, BFS represents the blast furnace slag, W represents the water, SHP represents the NaOH pellets, CG represents the concrete grade, CA represents the coarse aggregate, CD denotes the curing day, MC denotes the molar concentration, and FA denotes the fine aggregate.

As seen in Figure 5(a), the MEP model handles oversimplification and fresh, untested data well. Well-trained MEP models capture problem nuances with extensive data linkages. While preventing over-fitting and generalizing to new data, the model must also handle oversimplification. This balance indicates the MEP model’s capacity to handle complexity without making it too difficult to predict real-world outcomes. The model’s R 2 value is 0.932. The FS-MEP model, like the CS-MEP model, has a high R 2 value, which means it predicts the FS of SCA–GPC quite accurately. The utter inconsistencies between the goal and observed values are inspected and shown in Figure 5(b) using MEP simulations. The absolute differences show how far MEP predictions deviate from actual values on average. The MEP model’s predictions are dispersed and reliable, with smaller absolute differences indicating a more accurate forecast and larger differences indicating a wider error range. Based on the data provided, the predicted MEP values fell somewhere between 0.0016 and 0.710 MPa. Moreover, the average error value was less than 0.199 MPa due to the following: 23 readings below 0.1 MPa, 43 values between 0.1 and 0.3 MPa, and 20 values beyond 0.3 MPa. Both the CS and FS models’ standard deviations of errors and coefficient of correlation (R 2) were significantly reduced when the MEP equations were used.

Figure 5 FS-MEP model in SCA-GPC: (a) the relationship between assessed and predicted FS and (b) the dispersion of errors in assessed and forecasted FS.
Figure 5

FS-MEP model in SCA-GPC: (a) the relationship between assessed and predicted FS and (b) the dispersion of errors in assessed and forecasted FS.

3.1.3 STS MEP model

MEP evolution produces the empirical formula for GPC STS calculation. The tool examines GPC’s ten components, including material kind and proportion, in mathematical terms. A data-fitting symbolic formula optimizes coefficients and constituent connections to forecast STS in MEP. Crossover, mutation, fitness measurement, and selection improve the formula. The empirical formula represents the complex concrete constituent–STS relationship mathematically. The following equation provides the mathematical equation for the STS model:

(10) STS ( MPa ) = ( CCA − 1 ) FA − CA + CG CD − 2 MC CG − W + 1 + CD ( SHP − 1 + BFS ) FA − CA + CG ,

where CCA denotes the corncob ash, SSG denotes the Na2SiO3 gel, BFS denotes the blast furnace slag, W denotes the water, SHP denotes the NaOH pellets, CG denotes the concrete grade, CA denotes the coarse aggregate, CD represents the curing day, MC represents the molar concentration, and FA represents the fine aggregate.

Figure 6(a) shows that the MEP model handles oversimplification and fresh, untested data well. Highly trained MEP models capture problem nuances through complicated data linkages. The model must manage oversimplification, over-fitting, and generalization to new data. In this equilibrium, the MEP model handles complexity without being too sophisticated to predict real-world outcomes. With an R 2 value similar to both the CS and FS-MEP models, the STS-MEP model appears to be a very accurate predictor of STS in SCA-GPC. As shown in Figure 6(b), MEP simulations investigate the absolute size of the gaps between the observed and desired values. Specifically, absolute differences show how far MEP predictions deviate from actual values on average. Lower absolute differences indicate a more accurate forecast, while larger differences indicate a wider error range, demonstrating the MEP model’s dispersion and reliability. Predictions of MEP were within a range of 0.0033 to 0.440 MPa, according to the available data. There were 41 readings below 0.1 MPa, 36 values between 0.1 and 0.3 MPa, and 9 values over 0.3 MPa, resulting in an average error value lower than 0.136 MPa.

Figure 6 STS-MEP model in SCA-GPC: (a) the relationship between assessed and predicted STS and (b) the dispersion of errors in assessed and forecasted STS.
Figure 6

STS-MEP model in SCA-GPC: (a) the relationship between assessed and predicted STS and (b) the dispersion of errors in assessed and forecasted STS.

To avoid inaccuracies caused by differing scales, standardized unit measurements are used to guarantee that ML models consistently reflect input data. To reliably compare the performance of models across various datasets, it is necessary to provide a consistent testing approach that guarantees uniform evaluation metrics. By offering a consistent framework for input representation and performance evaluation, these components improve the consistency and reliability of strength predictions in ML models. Inconsistent input representations and biases can result from changing or utilizing erroneous units in ML models. It may distort feature relevance, misinterpret relationships, and impair model generalization. Accurate and standardized units are essential for model accuracy and meaningful comparisons across scenarios or datasets.

3.2 Authentication of MEP simulations

Table 4 shows the outcomes of the efficiency and error computations that were conducted using the aforementioned Eqs. (1) through (7): RSE, NSE, R, RMSE, RRMSE, and MAE. The generated models have a higher level of accuracy in their predictions if their error values are smaller. The MEP models that relied on CS had an MAE of 1.79 MPa, FS had an MAE of 0.199 MPa, and STS had an MAE of 0.136 MPa. However, the MAPE values for the MEP models based on CS, FS, and STS were 5.60, 4.0, and 4.0, respectively. The other statistical errors, including RMSE, RSE, and RRMSE, also showed small values for the developed MEP models. The created models were evaluated not only for errors but also for efficiency, using two metrics: NSE and R. The greater the efficiency of a model, the more accurate its predictions will be. The MEP models based on CS, FS, and STS all had NSE values near 1 (0.956, 0.932, and 0.914, respectively), demonstrating the high quality of the MEP method’s predictions. Similarities between the created models were revealed by the Pearson’s coefficient (R). All of the statistical parameter-based forecasting models are compared in a bar chart (Figure 7). Among the most precise ML-based methods for predicting the mechanical characteristics of SCA–GPC, the MEP model stands out with its high R 2, low error, excellent efficacy, and low average deviation.

Table 4

Results of statistical examination

Property MEP models
CS (MPa) FS (MPa) STS (MPa)
RSE 0.292 0.324 0.314
R 0.977 0.966 0.959
NSE 0.956 0.932 0.914
RMSE 2.347 0.265 0.173
MAE 1.79 0.199 0.136
RRMSE 0.614 0.556 0.628
MAPE 5.60 4.00 4.00
Figure 7 Statistical analysis of developed models.
Figure 7

Statistical analysis of developed models.

3.3 Sensitivity analysis results

The focus of this research is on the effect of different input parameters on the SCA–GPC predictions of CS, FS, and STS. There is a strong correlation between the inputs and the outcomes that can be expected [87]. Figure 8 shows how each factor affects the mechanical properties of SCA–GPC, giving us a glimpse into the concrete of the future. BFS was the most influential factor (65%) among CS, FS, and STS; other factors that had a role were CD (25%), FA (3.30%), CG (2.50%), CCA (2.00%), water (1.00%), SHP (0.80%), and MC (0.50%). In contrast, the sensitivity analysis showed that SSG and CA had zero percent of an effect on the mechanical properties of SCA–GPC, indicating that there was very little variance in the dataset of parameters. The number of data points used in the sensitivity analysis was shown to be associated with the quantity of parameters used in the model. The study results changed based on the quantities of the concrete mix and other input parameters, which were initially hidden but became apparent upon implementing the ML technique. Input variables’ relative importance was calculated using the following equations:

(11) N i = f max ( x i ) − f min ( x i ) ,

(12) S i = N i ∑ j − i n N j ,

where f max ( x i ) and f min ( x i ) represent the highest and lowest predicted values over all ith outputs, respectively.

Figure 8 Sensitivity analysis for CS, FS, and STS outcomes.
Figure 8

Sensitivity analysis for CS, FS, and STS outcomes.

4 Discussions

Benefiting from operating within a limited range of 10 input parameters, the study’s MEP model ensures that the projections are particular to SCA–GPC, which is a major plus. Since all of the models use a similar investigating protocol and uniform unit measurements, their strength projections are also consistent. The mathematical equations utilized in models greatly aid in comprehending the mix design and the impact of each input component. Though, the predicted models might not work if parameters other than the ten inputs used are included in the overall evaluation. When fed data that is not what the models were built to handle, they may not function as intended. Incorrect or changed units of the input parameters might cause models to provide erroneous results. Maintaining constant unit sizes is critical to the model’s performance. ML models have numerous uses in the construction industry, including predicting the strength of materials, ensuring quality, assessing risks, performing predictive maintenance, and improving energy efficiency. The requirement for human intervention, the existence of imprecise data, and the existence of erroneous models are just some of the constraints on these models. The Internet of Things, hybrid model development, explainable AI technique application, sustainability consideration, and industry-specific adjustments to data generation and distribution are all areas where these gaps might be filled and ML-based solutions enhanced by way of future studies. Reduced project duration and improved worker and environmental outcomes are possible effects of enhanced construction efficiency, interpretability, transparency, and data-driven decision-making. The results of this research could encourage more builders to use GPC, which would be a step toward more eco-friendly construction methods. Figure 9 displays the benefits of using GPC produced from waste in the building industry, whereas Table 5 offers the prior ML research conducted on GPC’s various features with R 2-values, suggesting the current study’s comparable performance.

Figure 9 Benefits of producing and adopting waste-derived GPC in construction [90].
Figure 9

Benefits of producing and adopting waste-derived GPC in construction [90].

Table 5

Previous modeling techniques used for GPC

Ref. Technique Input variables Property Best R 2-value
[88] DNN, ResNet 9 CS 0.98
[20] SVM, BPNN, ELM 14 CS 0.95
[87] ANN, Boosting, AdaBoost 9 CS, FS 0.96
[89] GEP, MEP 8 CS 0.97

5 Limitations and recommendations for future research

CS, flexural strength, and split tensile strength were predicted using 260 data records in the current investigation. These forecasts were created after taking ten variables into account. Adding more records of data from experimental investigations could be a focus of future studies to further increase the models’ accuracy. Predictions made by the model can be made more confidently and accurately by increasing the size of the dataset. In addition, MEP models were used in this investigation. However, future studies could investigate the use of hybrid ML techniques such as the genetic algorithm with particle swarm optimization and the RF-ANN, as well as individual/standalone and ensemble algorithms such as the SVM, DT, bagging, and boosting. These hybrid methods have the potential to significantly improve the models’ performance and prediction capacities; therefore, it makes sense to incorporate them. There are additional post hoc explanatory techniques that can be used to shed light on the ML model’s prediction, such as the SHapley Additive exPlanations technique, Local Interpretable Model-Agnostic Explanations, and Partial Dependence Plots, which were not used in this study but are available. Most of the available literature on using ML techniques to predict the properties of GPC focuses on mechanical properties. Nonetheless, there is a clear lack of studies looking at the GPC’s durability, dynamic attributes (fatigue), and microstructure. More research is needed to use ML techniques to investigate these durability factors in depth.

6 Conclusions

This study developed mechanical property prediction models for slag-CCA GPC (SCA–GPC) using MEP. The models were trained and verified using 260 sets of mechanical characteristics data, including compressive, flexural, and split tensile strengths. The study’s main findings are as follows:

The study concluded that MEP models performed exceptionally in terms of data prediction accuracy in forecasting the mechanical strength of SCA-GPC.

For SCA–GPC’s mechanical properties prediction, CS-MEP, FS-MEP, and STS-MEP models achieved R 2 values above 0.90, which exhibits that MEP models agreed well with the actual findings.

The effectiveness of the developed models was assessed using statistical performance measures (MAE, RMSE, MAPE, R, RSE, NSE, and RRMSE). Lower errors and higher R indicate ML model accuracy. Error rates and R results supported the claim that MEP models accurately predicted SCA–GPC mechanical properties.

According to the sensitivity analysis, BFS (65%), CD (25%), and FA (3.30%) were the key input parameters with a higher impact on the mechanical properties of SCA–GPC.

MEP’s significance lies in the fact that it offers a one-of-a-kind mathematical formula that can be applied to the prediction of features in another database. The mathematical models resulting from this study can help scientists and engineers rapidly assess, enhance, and rationalize GPC mixture proportioning.

Acknowledgments

The authors are thankful to the Deanship of Scientific Research at Najran University for funding this work, under the Research Groups Funding program (Grant Code: NU/RG/SERC/12/1).

  1. Funding information: This article was sponsored by the 2021 Chongqing Vocational and Technical College of Industry’s New Product and New Technology Special Project “Research on the Preparation of High Strength Concrete Mix Proportion by Microbial Deposited Calcium Carbonate Reinforced Recycled Fine Aggregate” (GZY2021-NEW-06).

  2. Author contributions: J.W.: conceptualization, funding acquisition, project administration, supervision, writing-original draft. Q.Q.: data acquisition, conceptualization, formal analysis, methodology, writing, reviewing, and editing. S.A.K.: investigation, software, supervision, writing-original draft, writing, reviewing, and editing. B.S.A.: formal analysis, resources, writing, reviewing, and editing. F.A: conceptualization, visualization, writing, reviewing, and editing. Y.G.: investigation, validation, writing, reviewing, and editing. T.N. funding acquisition, data acquisition, writing, reviewing, and editing. All authors have accepted responsibility for the entire content of this manuscript and approved its submission.

  3. Conflict of interest: The authors state no conflict of interest.

  4. Data availability statement: The datasets generated during and/or analyzed during the current study are available from the corresponding author upon a reasonable request.

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Received: 2023-10-12
Revised: 2023-12-31
Accepted: 2024-01-31
Published Online: 2024-03-04

© 2024 the author(s), published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  37. Development of a new damping ratio prediction model for recycled aggregate concrete: Incorporating modified admixtures and carbonation effects
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https://doi.org/10.1515/rams-2023-0187
Keywords for this article
geopolymer concrete; corncob ash; mechanical strength
Creative Commons
BY 4.0

Articles in the same Issue

  1. Review Articles
  2. Effect of superplasticizer in geopolymer and alkali-activated cement mortar/concrete: A review
  3. Experimenting the influence of corncob ash on the mechanical strength of slag-based geopolymer concrete
  4. Powder metallurgy processing of high entropy alloys: Bibliometric analysis and systematic review
  5. Exploring the potential of agricultural waste as an additive in ultra-high-performance concrete for sustainable construction: A comprehensive review
  6. A review on partial substitution of nanosilica in concrete
  7. Foam concrete for lightweight construction applications: A comprehensive review of the research development and material characteristics
  8. Modification of PEEK for implants: Strategies to improve mechanical, antibacterial, and osteogenic properties
  9. Interfacing the IoT in composite manufacturing: An overview
  10. Advances in processing and ablation properties of carbon fiber reinforced ultra-high temperature ceramic composites
  11. Advancing auxetic materials: Emerging development and innovative applications
  12. Revolutionizing energy harvesting: A comprehensive review of thermoelectric devices
  13. Exploring polyetheretherketone in dental implants and abutments: A focus on biomechanics and finite element methods
  14. Smart technologies and textiles and their potential use and application in the care and support of elderly individuals: A systematic review
  15. Reinforcement mechanisms and current research status of silicon carbide whisker-reinforced composites: A comprehensive review
  16. Innovative eco-friendly bio-composites: A comprehensive review of the fabrication, characterization, and applications
  17. Review on geopolymer concrete incorporating Alccofine-1203
  18. Advancements in surface treatments for aluminum alloys in sports equipment
  19. Ionic liquid-modified carbon-based fillers and their polymer composites – A Raman spectroscopy analysis
  20. Emerging boron nitride nanosheets: A review on synthesis, corrosion resistance coatings, and their impacts on the environment and health
  21. Mechanism, models, and influence of heterogeneous factors of the microarc oxidation process: A comprehensive review
  22. Synthesizing sustainable construction paradigms: A comprehensive review and bibliometric analysis of granite waste powder utilization and moisture correction in concrete
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  26. Study on dynamic response of cushion layer-reinforced concrete slab under rockfall impact based on smoothed particle hydrodynamics and finite-element method coupling
  27. Study on the mechanical properties and microstructure of recycled brick aggregate concrete with waste fiber
  28. Multiscale characterization of the UV aging resistance and mechanism of light stabilizer-modified asphalt
  29. Characterization of sandwich materials – Nomex-Aramid carbon fiber performances under mechanical loadings: Nonlinear FE and convergence studies
  30. Effect of grain boundary segregation and oxygen vacancy annihilation on aging resistance of cobalt oxide-doped 3Y-TZP ceramics for biomedical applications
  31. Mechanical damage mechanism investigation on CFRP strengthened recycled red brick concrete
  32. Finite element analysis of deterioration of axial compression behavior of corroded steel-reinforced concrete middle-length columns
  33. Grinding force model for ultrasonic assisted grinding of γ-TiAl intermetallic compounds and experimental validation
  34. Enhancement of hardness and wear strength of pure Cu and Cu–TiO2 composites via a friction stir process while maintaining electrical resistivity
  35. Effect of sand–precursor ratio on mechanical properties and durability of geopolymer mortar with manufactured sand
  36. Research on the strength prediction for pervious concrete based on design porosity and water-to-cement ratio
  37. Development of a new damping ratio prediction model for recycled aggregate concrete: Incorporating modified admixtures and carbonation effects
  38. Exploring the viability of AI-aided genetic algorithms in estimating the crack repair rate of self-healing concrete
  39. Modification of methacrylate bone cement with eugenol – A new material with antibacterial properties
  40. Numerical investigations on constitutive model parameters of HRB400 and HTRB600 steel bars based on tensile and fatigue tests
  41. Research progress on Fe3+-activated near-infrared phosphor
  42. Discrete element simulation study on effects of grain preferred orientation on micro-cracking and macro-mechanical behavior of crystalline rocks
  43. Ultrasonic resonance evaluation method for deep interfacial debonding defects of multilayer adhesive bonded materials
  44. Effect of impurity components in titanium gypsum on the setting time and mechanical properties of gypsum-slag cementitious materials
  45. Bending energy absorption performance of composite fender piles with different winding angles
  46. Theoretical study of the effect of orientations and fibre volume on the thermal insulation capability of reinforced polymer composites
  47. Synthesis and characterization of a novel ternary magnetic composite for the enhanced adsorption capacity to remove organic dyes
  48. Couple effects of multi-impact damage and CAI capability on NCF composites
  49. Mechanical testing and engineering applicability analysis of SAP concrete used in buffer layer design for tunnels in active fault zones
  50. Investigating the rheological characteristics of alkali-activated concrete using contemporary artificial intelligence approaches
  51. Integrating micro- and nanowaste glass with waste foundry sand in ultra-high-performance concrete to enhance material performance and sustainability
  52. Effect of water immersion on shear strength of epoxy adhesive filled with graphene nanoplatelets
  53. Impact of carbon content on the phase structure and mechanical properties of TiBCN coatings via direct current magnetron sputtering
  54. Investigating the anti-aging properties of asphalt modified with polyphosphoric acid and tire pyrolysis oil
  55. Biomedical and therapeutic potential of marine-derived Pseudomonas sp. strain AHG22 exopolysaccharide: A novel bioactive microbial metabolite
  56. Effect of basalt fiber length on the behavior of natural hydraulic lime-based mortars
  57. Optimizing the performance of TPCB/SCA composite-modified asphalt using improved response surface methodology
  58. Compressive strength of waste-derived cementitious composites using machine learning
  59. Melting phenomenon of thermally stratified MHD Powell–Eyring nanofluid with variable porosity past a stretching Riga plate
  60. Development and characterization of a coaxial strain-sensing cable integrated steel strand for wide-range stress monitoring
  61. Compressive and tensile strength estimation of sustainable geopolymer concrete using contemporary boosting ensemble techniques
  62. Customized 3D printed porous titanium scaffolds with nanotubes loading antibacterial drugs for bone tissue engineering
  63. Facile design of PTFE-kaolin-based ternary nanocomposite as a hydrophobic and high corrosion-barrier coating
  64. Effects of C and heat treatment on microstructure, mechanical, and tribo-corrosion properties of VAlTiMoSi high-entropy alloy coating
  65. Study on the damage mechanism and evolution model of preloaded sandstone subjected to freezing–thawing action based on the NMR technology
  66. Promoting low carbon construction using alkali-activated materials: A modeling study for strength prediction and feature interaction
  67. Entropy generation analysis of MHD convection flow of hybrid nanofluid in a wavy enclosure with heat generation and thermal radiation
  68. Friction stir welding of dissimilar Al–Mg alloys for aerospace applications: Prospects and future potential
  69. Fe nanoparticle-functionalized ordered mesoporous carbon with tailored mesostructures and their applications in magnetic removal of Ag(i)
  70. Study on physical and mechanical properties of complex-phase conductive fiber cementitious materials
  71. Evaluating the strength loss and the effectiveness of glass and eggshell powder for cement mortar under acidic conditions
  72. Effect of fly ash on properties and hydration of calcium sulphoaluminate cement-based materials with high water content
  73. Analyzing the efficacy of waste marble and glass powder for the compressive strength of self-compacting concrete using machine learning strategies
  74. Experimental study on municipal solid waste incineration ash micro-powder as concrete admixture
  75. Parameter optimization for ultrasonic-assisted grinding of γ-TiAl intermetallics: A gray relational analysis approach with surface integrity evaluation
  76. Producing sustainable binding materials using marble waste blended with fly ash and rice husk ash for building materials
  77. Effect of steam curing system on compressive strength of recycled aggregate concrete
  78. A sawtooth constitutive model describing strain hardening and multiple cracking of ECC under uniaxial tension
  79. Predicting mechanical properties of sustainable green concrete using novel machine learning: Stacking and gene expression programming
  80. Toward sustainability: Integrating experimental study and data-driven modeling for eco-friendly paver blocks containing plastic waste
  81. A numerical analysis of the rotational flow of a hybrid nanofluid past a unidirectional extending surface with velocity and thermal slip conditions
  82. A magnetohydrodynamic flow of a water-based hybrid nanofluid past a convectively heated rotating disk surface: A passive control of nanoparticles
  83. Prediction of flexural strength of concrete with eggshell and glass powders: Advanced cutting-edge approach for sustainable materials
  84. Efficacy of sustainable cementitious materials on concrete porosity for enhancing the durability of building materials
  85. Phase and microstructural characterization of swat soapstone (Mg3Si4O10(OH)2)
  86. Effect of waste crab shell powder on matrix asphalt
  87. Improving effect and mechanism on service performance of asphalt binder modified by PW polymer
  88. Influence of pH on the synthesis of carbon spheres and the application of carbon sphere-based solid catalysts in esterification
  89. Experimenting the compressive performance of low-carbon alkali-activated materials using advanced modeling techniques
  90. Thermogravimetric (TG/DTG) characterization of cold-pressed oil blends and Saccharomyces cerevisiae-based microcapsules obtained with them
  91. Investigation of temperature effect on thermo-mechanical property of carbon fiber/PEEK composites
  92. Computational approaches for structural analysis of wood specimens
  93. Integrated structure–function design of 3D-printed porous polydimethylsiloxane for superhydrophobic engineering
  94. Exploring the impact of seashell powder and nano-silica on ultra-high-performance self-curing concrete: Insights into mechanical strength, durability, and high-temperature resilience
  95. Axial compression damage constitutive model and damage characteristics of fly ash/silica fume modified magnesium phosphate cement after being treated at different temperatures
  96. Integrating testing and modeling methods to examine the feasibility of blended waste materials for the compressive strength of rubberized mortar
  97. Special Issue on 3D and 4D Printing of Advanced Functional Materials - Part II
  98. Energy absorption of gradient triply periodic minimal surface structure manufactured by stereolithography
  99. Marine polymers in tissue bioprinting: Current achievements and challenges
  100. Quick insight into the dynamic dimensions of 4D printing in polymeric composite mechanics
  101. Recent advances in 4D printing of hydrogels
  102. Mechanically sustainable and primary recycled thermo-responsive ABS–PLA polymer composites for 4D printing applications: Fabrication and studies
  103. Special Issue on Materials and Technologies for Low-carbon Biomass Processing and Upgrading
  104. Low-carbon embodied alkali-activated materials for sustainable construction: A comparative study of single and ensemble learners
  105. Study on bending performance of prefabricated glulam-cross laminated timber composite floor
  106. Special Issue on Recent Advancement in Low-carbon Cement-based Materials - Part I
  107. Supplementary cementitious materials-based concrete porosity estimation using modeling approaches: A comparative study of GEP and MEP
  108. Modeling the strength parameters of agro waste-derived geopolymer concrete using advanced machine intelligence techniques
  109. Promoting the sustainable construction: A scientometric review on the utilization of waste glass in concrete
  110. Incorporating geranium plant waste into ultra-high performance concrete prepared with crumb rubber as fine aggregate in the presence of polypropylene fibers
  111. Investigation of nano-basic oxygen furnace slag and nano-banded iron formation on properties of high-performance geopolymer concrete
  112. Effect of incorporating ultrafine palm oil fuel ash on the resistance to corrosion of steel bars embedded in high-strength green concrete
  113. Influence of nanomaterials on properties and durability of ultra-high-performance geopolymer concrete
  114. Influence of palm oil ash and palm oil clinker on the properties of lightweight concrete
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