Qi Chongchong, Huang Binhan, Wu Mengting, Wang Kun, Yang Shan, Li Guichen
China State Key Laboratory of Strata Intelligent Control and Green Mining Co-Founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao 266590, China.
School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Materials (Basel). 2022 Aug 4;15(15):5369. doi: 10.3390/ma15155369.
Blast furnace slag (BFS) and fly ash (FA), as mining-associated solid wastes with good pozzolanic effects, can be combined with superplasticizer to prepare concrete with less cement utilization. Considering the important influence of strength on concrete design, random forest (RF) and particle swarm optimization (PSO) methods were combined to construct a prediction model and carry out hyper-parameter tuning in this study. Principal component analysis (PCA) was used to reduce the dimension of input features. The correlation coefficient (R), the explanatory variance score (EVS), the mean absolute error (MAE) and the mean square error (MSE) were used to evaluate the performance of the model. R = 0.954, EVS = 0.901, MAE = 3.746, and MSE = 27.535 of the optimal RF-PSO model on the testing set indicated the high generalization ability. After PCA dimensionality reduction, the R value decreased from 0.954 to 0.88, which was not necessary for the current dataset. Sensitivity analysis showed that cement was the most important feature, followed by water, superplasticizer, fine aggregate, BFS, coarse aggregate and FA, which was beneficial to the design of concrete schemes in practical projects. The method proposed in this study for estimation of the compressive strength of BFS-FA-superplasticizer concrete fills the research gap and has potential engineering application value.
高炉矿渣(BFS)和粉煤灰(FA)作为具有良好火山灰效应的采矿相关固体废弃物,可与高效减水剂结合制备水泥用量较少的混凝土。考虑到强度对混凝土设计的重要影响,本研究将随机森林(RF)和粒子群优化(PSO)方法相结合构建预测模型并进行超参数调整。采用主成分分析(PCA)对输入特征进行降维。利用相关系数(R)、解释方差得分(EVS)、平均绝对误差(MAE)和均方误差(MSE)来评估模型性能。测试集上最优RF-PSO模型的R = 0.954、EVS = 0.901、MAE = 3.746和MSE = 27.535表明该模型具有较高的泛化能力。PCA降维后,R值从0.954降至0.88,对当前数据集而言这并非必要。敏感性分析表明,水泥是最重要的特征,其次是水、高效减水剂、细骨料、BFS、粗骨料和FA,这有利于实际工程中混凝土方案的设计。本研究提出的用于估算BFS-FA-高效减水剂混凝土抗压强度的方法填补了研究空白,具有潜在的工程应用价值。