Khan Kaffayatullah, Ahmad Waqas, Amin Muhammad Nasir, Ahmad Ayaz, Nazar Sohaib, Alabdullah Anas Abdulalim, Arab Abdullah Mohammad Abu
Department of Civil and Environmental Engineering, College of Engineering, King Faisal University, Al-Ahsa 31982, Saudi Arabia.
Department of Civil Engineering, COMSATS University Islamabad, Abbottabad 22060, Pakistan.
Materials (Basel). 2022 Jun 9;15(12):4108. doi: 10.3390/ma15124108.
Recently, the high demand for marble stones has progressed in the construction industry, ultimately resulting in waste marble production. Thus, environmental degradation is unavoidable because of waste generated from quarry drilling, cutting, and blasting methods. Marble waste is produced in an enormous amount in the form of odd blocks and unwanted rock fragments. Absence of a systematic way to dispose of these marble waste massive mounds results in environmental pollution and landfills. To reduce this risk, an effort has been made for the incorporation of waste marble powder into concrete for sustainable construction. Different proportions of marble powder are considered as a partial substitute in concrete. A total of 40 mixes are prepared. The effectiveness of marble in concrete is assessed by comparing the compressive strength with the plain mix. Supervised machine learning algorithms, bagging (Bg), random forest (RF), AdaBoost (AdB), and decision tree (DT) are used in this study to forecast the compressive strength of waste marble powder concrete. The models' performance is evaluated using correlation coefficient (R), root mean square error, and mean absolute error and mean square error. The achieved performance is then validated by using the k-fold cross-validation technique. The RF model, having an R value of 0.97, has more accurate prediction results than Bg, AdB, and DT models. The higher R values and lesser error (RMSE, MAE, and MSE) values are the indicators for better performance of RF model among all individual and ensemble models. The implementation of machine learning techniques for predicting the mechanical properties of concrete would be a practical addition to the civil engineering domain by saving effort, resources, and time.
近年来,建筑行业对大理石的高需求不断增长,最终导致了废弃大理石的产生。因此,由于采石场钻孔、切割和爆破方法产生的废弃物,环境退化不可避免。大理石废料以奇形块状和无用的岩石碎片的形式大量产生。由于缺乏系统的方法来处理这些大量的大理石废料堆,导致了环境污染和垃圾填埋。为了降低这种风险,人们努力将废弃大理石粉末掺入混凝土中以实现可持续建筑。不同比例的大理石粉末被视为混凝土中的部分替代品。总共制备了40种混合物。通过将抗压强度与普通混合物进行比较,评估大理石在混凝土中的有效性。本研究使用监督机器学习算法,即装袋法(Bg)、随机森林(RF)、自适应增强(AdB)和决策树(DT)来预测废弃大理石粉末混凝土的抗压强度。使用相关系数(R)、均方根误差、平均绝对误差和均方误差来评估模型的性能。然后使用k折交叉验证技术对所取得的性能进行验证。R值为0.97的RF模型比Bg、AdB和DT模型具有更准确的预测结果。在所有单个模型和集成模型中,较高的R值和较小的误差(RMSE、MAE和MSE)值是RF模型性能更好的指标。通过节省人力、资源和时间,将机器学习技术应用于预测混凝土的力学性能将是土木工程领域的一项切实补充。