SwePub
Sök i LIBRIS databas

  Utökad sökning

id:"swepub:oai:DiVA.org:ltu-102670"
 

Sökning: id:"swepub:oai:DiVA.org:ltu-102670" > Comparative analysi...

Comparative analysis of various machine learning algorithms to predict 28-day compressive strength of Self-compacting concrete

Inqiad, Waleed Bin (författare)
Military College of Engineering (MCE), National University of Science and Technology (NUST), Islamabad 44000, Pakistan
Siddique, Muhammad Shahid (författare)
Military College of Engineering (MCE), National University of Science and Technology (NUST), Islamabad 44000, Pakistan
Alarifi, Saad S. (författare)
Department of Geology and Geophysics, College of Science, King Saud University, P.O. Box 2455, Riyadh 11451, Saudi Arabia
visa fler...
Butt, Muhammad Jamal (författare)
COMSATS University Islamabad, Abbottabad Campus, Pakistan
Najeh, Taoufik (författare)
Luleå tekniska universitet,Drift, underhåll och akustik
Gamil, Yaser (författare)
Department of Civil Engineering, School of Engineering, Monash University Malaysia, Jalan Lagoon Selatan, 47500 Bandar Sunway, Selangor, Malaysia
visa färre...
Military College of Engineering (MCE), National University of Science and Technology (NUST), Islamabad 44000, Pakistan Department of Geology and Geophysics, College of Science, King Saud University, PO. Box 2455, Riyadh 11451, Saudi Arabia (creator_code:org_t)
Elsevier, 2023
2023
Engelska.
Ingår i: Heliyon. - : Elsevier. - 2405-8440. ; 9:11
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
Stäng  
  • Construction industry is indirectly the largest source of CO2 emissions in the atmosphere, due to the use of cement in concrete. These emissions can be reduced by using industrial waste materials in place of cement. Self-Compacting Concrete (SCC) is a promising material to enhance the use of industrial wastes in concrete. However, there are very few methods available for accurate prediction of its strength, therefore, reliable models for estimating 28-day Compressive Strength (C–S) of SCC are developed in current study by using three Machine Learning (ML) algorithms including Multi Expression Programming (MEP), Extreme Gradient Boosting (XGB), and Random Forest (RF). The ML models were meticulously developed using a dataset of 231 points collected from internationally published literature considering seven most influential parameters including cement content, quantities of fly ash and silica fume, water content, coarse aggregate, fine aggregate, and superplasticizer dosage to predict C–S. The developed models were evaluated using different statistical errors including Root Mean Square Error (RMSE), Mean Absolute Error (MAE), coefficient of determination (R2) etc. The results showed that the XGB model outperformed the MEP and RF model in terms of accuracy with a correlation R2 = 0.998 compared to 0.923 for MEP and 0.986 for RF. Similar trend was observed for other error metrices. Thus, XGB is the most accurate model for estimating C–S of SCC. However, it is pertinent to mention here that it does not give its output in the form of an empirical equation like MEP model. The construction of these empirical models will help to efficiently estimate C–S of SCC for practical purposes.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Materialteknik -- Annan materialteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Materials Engineering -- Other Materials Engineering (hsv//eng)

Nyckelord

Machine learning (ML)
Self-compacting concrete (SCC)
28-Day compressive strength (C–S)
Multi expression programming (MEP)
Extreme gradient boosting (XGB)
Random forest (RF)
Operation and Maintenance Engineering
Drift och underhållsteknik

Publikations- och innehållstyp

ref (ämneskategori)
art (ämneskategori)

Hitta via bibliotek

  • Heliyon (Sök värdpublikationen i LIBRIS)

Till lärosätets databas

Sök utanför SwePub

Kungliga biblioteket hanterar dina personuppgifter i enlighet med EU:s dataskyddsförordning (2018), GDPR. Läs mer om hur det funkar här.
Så här hanterar KB dina uppgifter vid användning av denna tjänst.

 
pil uppåt Stäng

Kopiera och spara länken för att återkomma till aktuell vy