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再生橡胶自密实混凝土的优化:实验结果与基于机器学习的评估

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

作者信息

Sobuz Md Habibur Rahman, Joy Limon Paul, Akid Abu Sayed Mohammad, Aditto Fahim Shahriyar, Jabin Jannat Ara, Hasan Noor Md Sadiqul, Meraz Md Montaseer, Kabbo Md Kawsarul Islam, Datta Shuvo Dip

机构信息

Department of Building Engineering and Construction Management, Khulna University of Engineering & Technology, Khulna, 9203, Bangladesh.

Department of Civil Engineering, College of Engineering and Technology, International University of Business Agriculture and Technology, Dhaka, 1230, Bangladesh.

出版信息

Heliyon. 2024 Mar 15;10(6):e27793. doi: 10.1016/j.heliyon.2024.e27793. eCollection 2024 Mar 30.

Abstract

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 R values, outperforming the LR model and affirming its efficacy in delivering more accurate predictions.

摘要

本研究旨在评估掺入废轮胎橡胶集料(WRTA)作为粗集料临时替代品的自密实混凝土(SCC)的流变和力学特性。然而,在克服混凝土部件的非线性和环境敏感性方面,标准的实验建模方法存在重大障碍。因此,线性回归(LR)和极端梯度提升(XGBoost)被用作两种标准的单机学习(ML)模型来预测上述橡胶化SCC的特性。在本研究中,用0%、5%、10%和20%的WRTA替代传统粗集料,以找出替代橡胶的粗集料的最佳比例。为了找到用作替代品的WRTA的最佳用量,该研究跟踪了橡胶对自密实橡胶混凝土(SCRC)流变和力学特性的影响。通过坍落扩展度、J环和V型漏斗试验研究了对新拌性能的影响,同时进行了抗压和劈裂抗拉强度试验以评估力学性能。增加WRTA的试验结果表明工作性和硬化质量有所下降。虽然10%的替代率被认为对于生产SCRC是可行的,但通过减少环境影响并在粗集料中用5%的橡胶替代有效地管理大量橡胶轮胎废料,可获得最佳结果。研究结果表明,随着WRTA含量的增加,新拌性能显著下降。值得注意的是,28天后,10%的WRTA替代导致抗压强度降低34%,劈裂抗拉强度降低28%,符合美国混凝土学会(ACI)标准。此外,XGBoost表现出卓越的预测性能,R值最高,优于LR模型,并证实了其在提供更准确预测方面的有效性。

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