Optimization of recycled rubber self-compacting concrete: Experimental findings and machine learning-based evaluation

被引:12
作者
Sobuz, Md. Habibur Rahman [1 ]
Joy, Limon Paul [1 ]
Akid, Abu Sayed Mohammad [1 ]
Aditto, Fahim Shahriyar [1 ]
Jabin, Jannat Ara [1 ]
Hasan, Noor Md. Sadiqul [2 ]
Meraz, Md Montaseer [1 ]
Kabbo, Md. Kawsarul Islam [1 ]
Datta, Shuvo Dip [1 ]
机构
[1] Khulna Univ Engn & Technol, Dept Bldg Engn & Construct Management, Khulna 9203, Bangladesh
[2] Int Univ Business Agr & Technol, Coll Engn & Technol, Dept Civil Engn, Dhaka 1230, Bangladesh
关键词
Waste tire; Rubberized concrete; Self-compacting rubberized concrete; Rheological properties; Mechanical properties; Machine learning; WASTE TIRE RUBBER; DURABILITY PROPERTIES; FRESH PROPERTIES; PERFORMANCE; AGGREGATE; BEHAVIOR;
D O I
10.1016/j.heliyon.2024.e27793
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This research aims to assess the rheological and mechanical characteristics of Self-compacting concrete (SCC) incorporating waste tire rubber aggregates (WRTA) as an interim substitute for coarse aggregates. However, the standard experimental modeling approach has significant obstacles when it comes to overcoming the nonlinearity and environmental susceptibility of concrete parts. Therefore, linear regression (LR) and extreme gradient boosting (XGBoost) were used as two standard single machine learning (ML) models to predict the aforementioned rubberized SCC features. In this study, conventional coarse aggregates were supplanted with WRTA at 0%, 5%, 10%, and 20% to uncover the optimal proportion of coarse aggregates substituting rubber. To find the optimum amount of WRTA to use as a substitute, the study follows the impacts of rubber on the self-compacting rubberized concrete's (SCRC) rheological and mechanical characteristics. The consequences on fresh properties were investigated by the slump flow, J-ring, and V-funnel tests, while compressive and splitting tensile strengths tests were conducted to assess mechanical properties. Increasing WRTA test outputs indicated a deterioration in workability and hardened qualities. While a 10% swapping ratio is deemed feasible for producing SCRC, optimal results were achieved by reducing environmental impacts and efficiently managing a significant volume of rubber tire waste with a 5% substitution of rubber within the coarse aggregates. The research findings indicated a noticeable decrease in fresh properties as the WRTA content increased. Notably, after 28 days, a 10% WRTA substitution led to a 34% reduction in compressive strength and a 28% decrease in splitting tensile strength, satisfying ACI standards. Furthermore, XGBoost demonstrated superior predictive performance with the highest R2 values, outperforming the LR model and affirming its efficacy in delivering more accurate predictions.
引用
收藏
页数:19
相关论文
共 50 条
  • [21] A Comparison of Machine Learning Tools That Model the Splitting Tensile Strength of Self-Compacting Recycled Aggregate Concrete
    de-Prado-Gil, Jesus
    Palencia, Covadonga
    Jagadesh, P.
    Martinez-Garcia, Rebeca
    MATERIALS, 2022, 15 (12)
  • [22] Prediction of self-compacting recycled concrete mechanical properties using vibrated recycled concrete experience
    Iris, Gonzalez-Taboada
    Belen, Gonzalez-Fonteboa
    Juan Luis, Perez-Ordonez
    Javier, Eiras-Lopez
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 131 : 641 - 654
  • [23] Self-compacting concrete manufactured with recycled concrete aggregate: An overview
    Revilla-Cuesta, Victor
    Skaf, Marta
    Faleschini, Flora
    Manuel Manso, Juan
    Ortega-Lopez, Vanesa
    JOURNAL OF CLEANER PRODUCTION, 2020, 262
  • [24] Modeling of Compressive Strength of Self-Compacting Rubberized Concrete Using Machine Learning
    Kovacevic, Miljan
    Lozancic, Silva
    Nyarko, Emmanuel Karlo
    Hadzima-Nyarko, Marijana
    MATERIALS, 2021, 14 (15)
  • [25] Microstructural and mechanical characteristics of self-compacting concrete with waste rubber
    Hadzima-Nyarko, Marijana
    Nyarko, Karlo E.
    Djikanovic, Daniela
    Brankovic, Goran
    STRUCTURAL ENGINEERING AND MECHANICS, 2021, 78 (02) : 175 - 186
  • [26] Incorporating recycled aggregates in self-compacting concrete: a review
    Singh, Amardeep
    Duan, Zhenhua
    Xiao, Jianzhuang
    Liu, Qiong
    JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2020, 9 (03) : 165 - 189
  • [27] Machine Learning-Based Evaluation of Shear Capacity of Recycled Aggregate Concrete Beams
    Yu, Yong
    Zhao, Xinyu
    Xu, Jinjun
    Chen, Cheng
    Deresa, Simret Tesfaye
    Zhang, Jintuan
    MATERIALS, 2020, 13 (20) : 1 - 32
  • [28] An eco-friendly self-compacting concrete with recycled coarse aggregates
    Pereira-de Oliveira, L. A.
    Nepomuceno, M.
    Rangel, M.
    INFORMES DE LA CONSTRUCCION, 2013, 65 : 31 - 41
  • [29] Effect of recycled crushed glass and recycled coarse aggregate on the properties of self-compacting concrete
    Ahmad, Subhan
    Upadhyay, Swapnil
    Umar, Arshad
    Al-Osta, Mohammed A.
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 19
  • [30] Rheology of self-compacting concrete containing silica fume and recycled aggregates
    Singh, Ran Bir
    Kapoor, Kanish
    Singh, Arshdeep
    Singh, Bhupinder
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2024, 28 (07) : 1483 - 1500