机器学习在水泥地板地下抗拉强度无损评价中的应用。

ce/papers Pub Date : 2025-09-05 DOI:10.1002/cepa.3325
Mateusz Moj, Łukasz Sadowski, Sławomir Czarnecki
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引用次数: 0

摘要

本研究探讨了所选机器学习算法的潜力,以预测含有粉煤灰、磨粒高炉渣和花岗岩加工废料的环保胶凝地坪复合材料的地下抗拉强度。实验数据库建立在23种混合物中,SCM的替代率高达30%,完成并进行了统计分析。采用破坏性试验获得了地下抗拉强度的参考值。三种机器学习算法k-最近邻(kNN)、自适应增强(AdaBoost)和支持向量机(SVM)使用5倍交叉验证进行训练。基于曼哈顿距离和距离加权的kNN模型准确率最高(R = 0.862, MAPE = 6.81%),优于其他模型。研究结果表明,适当校准的机器学习模型可以作为可靠的工具,用于无损预测可持续水泥复合材料的抗拉强度,减少质量控制中的时间和材料损失。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Applying machine learning in nondestructive evaluating the subsurface tensile strength of cementitious flooring.

This study investigates the potential of selected machine learning algorithms to predict the subsurface tensile strength of eco-friendly cementitious floor composites containing fly ash, ground granulated blast furnace slag, and granite processing waste. The experimental database, built on 23 mixtures with up to 30% SCM replacement, was completed and analysed statistically. Destructive testing was used to obtain reference values of subsurface tensile strength. Three machine learning algorithms k-Nearest Neighbors (kNN), Adaptive Boosting (AdaBoost), and Support Vector Machines (SVM) were trained using 5-fold cross-validation. The kNN model with Manhattan distance and distance-based weighting achieved the highest accuracy (R = 0.862, MAPE = 6.81%), outperforming the other models. The findings demonstrate that appropriately calibrated machine learning models can serve as reliable tools for non-destructive prediction of tensile strength in sustainable cement composites, reducing time and material losses in quality control.

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