首页|期刊导航|水力发电学报|考虑骨料级配和衍生特征的Stacking深度集成混凝土强度预测

考虑骨料级配和衍生特征的Stacking深度集成混凝土强度预测OA

Stacking-based deep ensemble model for concrete strength prediction considering aggregate gradation and derived features

中文摘要英文摘要

抗压强度预测对于混凝土施工质量控制具有重要意义.现有抗压强度预测模型多关注于初始配合比的影响,缺乏考虑骨料级配及衍生特征的影响及其可解释性分析.针对上述问题,本研究提出一种综合考虑骨料级配和衍生特征的Stacking深度集成抗压强度预测模型,用于提升抗压强度预测精度和可解释性.该模型采用三种主流集成学习模型与卷积神经网络作为基学习器,以充分利用各主流算法的多样性和异质性.其中,为弥补基于树的模型对超参数敏感以及对高维特征提取能力弱的不足,引入通道注意力机制对卷积神经网络进行改进,进而提升特征提取能力.采用融合注意力机制的多层感知机模型作为元学习器,以降低模型过拟合风险.基于SHAP理论,深入挖掘混凝土强度预测的关键特征及特征交互影响.结果表明,所提模型综合考虑了骨料级配和衍生特征,抗压强度预测精度提高了27.53%.SHAP分析表明,水胶比,水,粉煤灰/水,水泥以及31.5~40 mm粒径的骨料质量分数为关键的模型驱动因素.本研究所提模型不仅提升了强度预测准确性,还通过可解释性分析揭示了影响混凝土强度的核心参数,为混凝土智能化管控提供了理论指导.

Accurate prediction of concrete compressive strength plays a significant role in quality control during construction.Previous predictive models largely focused on the influence of initial mix proportions,but neglected the impact of aggregate gradation,derived features,and its interpretability.This study develops a stacking-based deep ensemble model for predicting compressive strength,which holistically considers these two factors to improve predictive accuracy and interpretability.This novel model uses three widely used ensemble learning algorithms and a Convolutional Neural Network(CNN)as heterogeneous base learners to leverage diversity and heterogeneity among these algorithms.To improve the tree-based models that are usually too sensitive to hyperparameters and limited by their capacity for high-dimensional feature extraction,we integrate CNN with a channel attention mechanism,thereby enhancing its feature representation capability.A Multi-Layer Perceptron(MLP)incorporating an attention mechanism is adopted as a robust meta-learner to mitigate overfitting risks.Leveraging the SHAP(Shapley Additive explanation)framework,we examine systematically the critical features of concrete strength prediction and their interactive effects.Experimental results show our new model,through considering aggregate gradation and derived features comprehensively,achieves a 27.53%improvement in the accuracy of compressive strength predictions.Using a SHAP analysis,we have identified the dominant drivers of the model-water-to-binder ratio,water content,fly-ash-to-water ratio,cement content,and the mass fraction of aggregates in the size range of 31.5-40 mm.This study improves predictive accuracy and sheds light on the understanding of core parameters governing concrete strength through interpretable analysis,helping intelligent concrete management.

蔡志坚;王晓玲;张君;王栋;吴斌平;余红玲

天津大学 水利工程智能建设与运维全国重点实验室,天津 300350天津大学 水利工程智能建设与运维全国重点实验室,天津 300350天津大学 水利工程智能建设与运维全国重点实验室,天津 300350中国农业大学 水利与土木工程学院,北京 100083天津大学 水利工程智能建设与运维全国重点实验室,天津 300350中国农业大学 水利与土木工程学院,北京 100083

建筑与水利

混凝土抗压强度预测骨料级配卷积神经网络Stacking深度集成模型SHAP分析

concretecompressive strength predictionaggregate gradationconvolutional neural networkStacking-based deep ensemble modelSHAP analysis

《水力发电学报》 2026 (2)

15-30,16

国家自然科学基金雅砻江联合基金重点项目(U23B20148)

10.11660/slfdxb.20260202

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