基于机器学习的碳纳米管固废混凝土孔隙率预测

Prediction of Micro-pores in Carbon Nanotube Solid Waste Concrete Based on Machine Learning

  • 摘要: 推动固废资源的升级循环利用是实现绿色建筑发展的关键,而引入纳米材料已成为提升固废混凝土综合性能的前沿方向。由于孔隙率是影响固废混凝土性能与耐久性的关键指标,而碳纳米管(CNTs)可通过优化微观结构降低孔隙率,但在小样本条件下难以精确确定其最优掺量。本文通过抗压强度和压汞试验研究微观孔隙演变规律。整合多源数据,提出基于物理约束的加权XGBoost邻域数据增强多插值融合模型,构建了具备外推边界约束的孔隙率预测模型。结果表明,最优掺量0.102%的碳纳米管再生混凝土最致密、性能最佳,孔隙率呈现V型趋势。SHAP分析验证了适量CNTs的纳米填充与成核效应,整体数据集保持良好拟合能力R2 = 0.8623和良好泛化能力RRMSE=2.0778%。实现了小样本下预测精度与物理可解释性的统一。

     

    Abstract: Promoting the advanced recycling and utilization of solid waste resources is crucial for achieving sustainable green building development, with the introduction of nanomaterials emerging as a cutting-edge approach to enhance the overall performance of solid waste concrete. Since porosity is a key determinant of concrete performance and durability, carbon nanotubes (CNTs) can reduce porosity by optimizing microstructure; however, determining their optimal dosage remains challenging under limited experimental conditions. This study investigates pore evolution patterns through compressive strength tests and mercury compression tests. By integrating multi-source data, we developed a weighted XGBoost neighborhood data-enhanced multi-interpolation fusion model based on physical constraints, establishing a porosity prediction model with boundary extrapolation constraints. Results demonstrate that recycled concrete containing 0.102% CNTs exhibits optimal density and performance, with porosity showing a V-shaped trend. SHAP analysis confirmed the nucleating and filling effects of appropriate CNTs concentrations, with the dataset demonstrating excellent fit (R2 = 0.8623) and good generalization capability (RRMSE = 2.0778%). This approach achieves a balance between predictive accuracy and physical interpretability even with small sample sizes.

     

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