Application of Ensemble Machine Learning Methods to Estimate the Compressive Strength of Fiber-Reinforced Nano-Silica Modified Concrete

被引:17
|
作者
Anjum, Madiha [1 ]
Khan, Kaffayatullah [2 ]
Ahmad, Waqas [3 ]
Ahmad, Ayaz [4 ,5 ]
Amin, Muhammad Nasir [2 ]
Nafees, Afnan [3 ]
机构
[1] King Faisal Univ, Coll Comp Sci & Informat, Dept Comp Engn, Technol, Al Hasa 31982, Saudi Arabia
[2] King Faisal Univ, Coll Engn, Dept Civil & Environm Engn, Al Hasa 31982, Saudi Arabia
[3] COMSATS Univ Islamabad, Dept Civil Engn, Abbottabad 22060, Pakistan
[4] Natl Univ Ireland Galway, Coll Sci & Engn, MaREI Ctr, Ryan Inst, Galway H91 TK33, Ireland
[5] Natl Univ Ireland Galway, Coll Sci & Engn, Sch Engn, Galway H91 TK33, Ireland
关键词
concrete; fiber-reinforced concrete; nano-silica; nano-silica modified concrete; compressive strength; RECYCLED AGGREGATE CONCRETE; ARTIFICIAL NEURAL-NETWORK; POLYPROPYLENE FIBERS; MECHANICAL-PROPERTIES; DURABILITY PROPERTIES; MICRO-SILICA; PERFORMANCE; PREDICTION; STEEL; NANO-SIO2;
D O I
10.3390/polym14183906
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
In this study, compressive strength (CS) of fiber-reinforced nano-silica concrete (FRNSC) was anticipated using ensemble machine learning (ML) approaches. Four types of ensemble ML methods were employed, including gradient boosting, random forest, bagging regressor, and AdaBoost regressor, to achieve the study's aims. The validity of employed models was tested and compared using the statistical tests, coefficient of determination (R-2), and k-fold method. Moreover, a Shapley Additive Explanations (SHAP) analysis was used to observe the interaction and effect of input parameters on the CS of FRNSC. Six input features, including fiber volume, coarse aggregate to fine aggregate ratio, water to binder ratio, nano-silica, superplasticizer to binder ratio, and specimen age, were used for modeling. In predicting the CS of FRNSC, it was observed that gradient boosting was the model of lower accuracy and the AdaBoost regressor had the highest precision in forecasting the CS of FRNSC. However, the performance of random forest and the bagging regressor was also comparable to that of the AdaBoost regressor model. The R-2 for the gradient boosting, random forest, bagging regressor, and AdaBoost regressor models were 0.82, 0.91, 0.91, and 0.92, respectively. Also, the error values of the models further validated the exactness of the ML methods. The average error values for the gradient boosting, random forest, bagging regressor, and AdaBoost regressor models were 5.92, 4.38, 4.24, and 3.73 MPa, respectively. SHAP study discovered that the coarse aggregate to fine aggregate ratio shows a greater negative correlation with FRNSC's CS. However, specimen age affects FRNSC CS positively. Nano-silica, fiber volume, and the ratio of superplasticizer to binder have both positive and deleterious effects on the CS of FRNSC. Employing these methods will promote the building sector by presenting fast and economical methods for calculating material properties and the impact of raw ingredients.
引用
收藏
页数:23
相关论文
共 50 条
  • [41] Prediction of compressive strength and ultrasonic pulse velocity of fiber reinforced concrete incorporating nano silica using heuristic regression methods
    Ashrafian, Ali
    Amiri, Mohammad Javad Taheri
    Rezaie-Balf, Mohammad
    Ozbakkaloglu, Togay
    Lotfi-Omran, Omid
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 190 : 479 - 494
  • [42] Development of machine learning methods to predict the compressive strength of fiber-reinforced self-compacting concrete and sensitivity analysis (vol 367, 130339, 2023)
    Mai, Hai-Van Thi
    Nguyen, May Huu
    Ly, Hai-Bang
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 401
  • [43] Machine learning-based prediction for compressive and flexural strengths of steel fiber-reinforced concrete
    Kang, Min-Chang
    Yoo, Doo-Yeol
    Gupta, Rishi
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 266
  • [44] Properties of Fibre-Reinforced High-Strength Concrete with Nano-Silica and Silica Fume
    Karimipour, Arash
    Ghalehnovi, Mansour
    Edalati, Mahmoud
    de Brito, Jorge
    APPLIED SCIENCES-BASEL, 2021, 11 (20):
  • [45] Enhancing unconfined compressive strength prediction in nano-silica stabilized soil: a comparative analysis of ensemble and deep learning models
    Thapa, Ishwor
    Ghani, Sufyan
    MODELING EARTH SYSTEMS AND ENVIRONMENT, 2024, 10 (04) : 5079 - 5102
  • [46] Experimental study on the compressive fatigue performance of nano-silica modified recycled aggregate concrete
    Zhang, Xianggang
    Wang, Chenhui
    Wang, Junbo
    Liu, Xuyan
    Huang, Yajun
    Wang, Liuyang
    Ding, Yahong
    Construction and Building Materials, 2024, 447
  • [47] Combined effect of nano-silica and silica fume to improve concrete workability and compressive strength: a case study
    Garcia-Diaz, Yineth
    Torres-Ortega, Ramon
    Saba, Manuel
    Quinones-Bolanos, Edgar
    Torres-Sanchez, Jesus
    INGENIERIA Y COMPETITIVIDAD, 2023, 25 (01):
  • [48] Analysis of the Hybrid of Mudar/Snake Grass Fiber-Reinforced Epoxy with Nano-Silica Filler Composite for Structural Application
    Jenish, I.
    Sahayaraj, A. Felix
    Suresh, V.
    Mani Raj, J.
    Appadurai, M.
    Irudaya Raj, E. Fantin
    Nasif, Omaima
    Alfarraj, Saleh
    Kumaravel, Ashok Kumar
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2022, 2022
  • [49] The effects of nano-silica/nano-alumina on fatigue behavior of glass fiber-reinforced epoxy composites
    Fathy, A.
    Shaker, A.
    Hamid, M. Abdel
    Megahed, A. A.
    JOURNAL OF COMPOSITE MATERIALS, 2017, 51 (12) : 1667 - 1679
  • [50] Machine-Learning Methods for Estimating Performance of Structural Concrete Members Reinforced with Fiber-Reinforced Polymers
    Kazemi, Farzin
    Asgarkhani, Neda
    Shafighfard, Torkan
    Jankowski, Robert
    Yoo, Doo-Yeol
    ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2025, 32 (01) : 571 - 603