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Prediction of compressive strength of two-stage (preplaced aggregate) concrete using gene expression programming and random forest

Qureshi, Hisham Jahangir (author)
Department of Civil and Environmental Engineering, College of Engineering, King Faisal University, Al-Ahsa 31982, Saudi Arabia
Alyami, Mana (author)
Department of Civil Engineering, College of Engineering, Najran University, Najran, Saudi Arabia
Nawaz, R. (author)
Center for Applied Mathematics and Bioinformatics (CAMB), Gulf University for Science and Technology, 32093 Hawally, Kuwait
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Hakeem, Ibrahim Y. (author)
Department of Civil Engineering, College of Engineering, Najran University, Najran, Saudi Arabia
Aslam, Fahid (author)
Department of Civil Engineering, College of Engineering in Al-Kharj, Prince Sattam Bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia
Iftikhar, Bawar (author)
Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus 22060, Pakistan
Gamil, Yaser (author)
Luleå tekniska universitet,Byggkonstruktion och brand,Department of Civil Engineering, School of Engineering, Monash University Malaysia, Jalan Lagoon Selatan, 47500 Bandar Sunway, Selangor, Malaysia
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 (creator_code:org_t)
Elsevier Ltd, 2023
2023
English.
In: Case Studies in Construction Materials. - : Elsevier Ltd. - 2214-5095. ; 19
  • Journal article (peer-reviewed)
Abstract Subject headings
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  • The aim of this research is to predict preplaced-aggregate concrete (PAC) compressive strength (CS) by using machine learning approaches such as gene expression programming (GEP) and random forest (RF). PAC requires injecting a portland cement-sand grout with admixtures into a mold after coarse aggregate has been deposited, making CS prediction complicated and requiring substantial study. Machine learning methods were used to cut down on the time and money needed for extensive experimental testing. The database includes 135 values for CS with eleven input variables. There is an acceptable degree of agreement between predicted and experimental values, as shown by the CS R2 values of 0.94 for GEP and 0.96 for RF. When comparing RF with GEP, RF performed better as measured by R2. The lower values displayed by the statistical error also showed that RF performed better than GEP. To compare, the GEP model's COV, MAE, RSME, and RMSLE were 0.527, 1.569, 2.706, and 0.133, whereas those for RF were 0.450, 1.648, 2.17, and 0.092. The SHAP analysis showed the effects of each input parameter, illuminating the positive effect of increasing the superplasticizer content on strength and the negative effect of raising the water-to-binder ratio. Using machine learning approaches to forecast the CS of PAC, this study has the potential to boost environmental protection and economic advantage.

Subject headings

NATURVETENSKAP  -- Data- och informationsvetenskap -- Datavetenskap (hsv//swe)
NATURAL SCIENCES  -- Computer and Information Sciences -- Computer Sciences (hsv//eng)

Keyword

Compressive strength
Environment
Machine learning
Preplaced-aggregate concrete
Shap analysis
Sustainability
Two-stage concrete
Byggmaterial
Building Materials

Publication and Content Type

ref (subject category)
art (subject category)

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