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采用试验和建模方法评估受酸性环境影响的玻璃粉基水泥砂浆的抗压强度。

Evaluating the compressive strength of glass powder-based cement mortar subjected to the acidic environment using testing and modeling approaches.

机构信息

Department of Chemical Engineering, College of Engineering, King Faisal University, Al-Ahsa, Saudi Arabia.

Department of Civil and Environmental Engineering, College of Engineering, King Faisal University, Al-Ahsa, Saudi Arabia.

出版信息

PLoS One. 2023 Apr 24;18(4):e0284761. doi: 10.1371/journal.pone.0284761. eCollection 2023.

Abstract

This study conducted experimental and machine learning (ML) modeling approaches to investigate the impact of using recycled glass powder in cement mortar in an acidic environment. Mortar samples were prepared by partially replacing cement and sand with glass powder at various percentages (from 0% to 15%, in 2.5% increments), which were immersed in a 5% sulphuric acid solution. Compressive strength (CS) tests were conducted before and after the acid attack for each mix. To create ML-based prediction models, such as bagging regressor and random forest, for the CS prediction following the acid attack, the dataset produced through testing methods was utilized. The test results indicated that the CS loss of the cement mortar might be reduced by utilizing glass powder. For maximum resistance to acidic conditions, the optimum proportion of glass powder was noted to be 10% as cement, which restricted the CS loss to 5.54%, and 15% as a sand replacement, which restricted the CS loss to 4.48%, compared to the same mix poured in plain water. The built ML models also agreed well with the test findings and could be utilized to calculate the CS of cementitious composites incorporating glass powder after the acid attack. On the basis of the R2 value (random forest: 0.97 and bagging regressor: 0.96), the variance between tests and forecasted results, and errors assessment, it was found that the performance of both the bagging regressor and random forest models was similarly accurate.

摘要

本研究采用实验和机器学习(ML)建模方法,研究了在酸性环境下将再生玻璃粉用于水泥砂浆的影响。通过以 2.5%的增量部分替代水泥和砂中的玻璃粉,制备了砂浆样品,替代比例从 0%到 15%不等。将这些砂浆样品浸泡在 5%的硫酸溶液中。对每种混合物进行了酸侵蚀前后的抗压强度(CS)测试。为了建立基于机器学习的预测模型,如袋装回归器和随机森林,用于预测酸侵蚀后的 CS,利用了通过测试方法生成的数据集。测试结果表明,利用玻璃粉可以降低水泥砂浆的 CS 损失。为了最大程度地抵抗酸性条件,发现玻璃粉的最佳比例为 10%作为水泥替代物,可以将 CS 损失限制在 5.54%,15%作为砂替代物,可以将 CS 损失限制在 4.48%,与在普通水中浇注的相同混合物相比。所建立的 ML 模型也与测试结果吻合良好,可用于计算掺入玻璃粉的水泥基复合材料在酸侵蚀后的 CS。基于 R2 值(随机森林:0.97 和袋装回归器:0.96)、测试和预测结果之间的方差以及误差评估,发现袋装回归器和随机森林模型的性能同样准确。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/63ab/10124891/a1179d012e3c/pone.0284761.g001.jpg

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