岩石爆破引起的地面振动是爆破作业中极其危险的结果。爆破活动对该地区附近的生态和人口都有不利影响。评估爆破振动的大小需要仔细评估峰值颗粒速度(PPV),作为量化振动速度的基本和基本参数。因此,本研究采用相关向量机(RVM)方法预测采石场爆破产生的PPV模型。这项研究首次在地面振动预测中利用了常规和优化的RVM模型。这项工作比较了三十三个RVM模型,以选择最有效的性能模型。从几次分析的结果得出以下结论。每个RVM模型的性能评估表明,在测试阶段,每个模型的性能都超过0.85。在实际的地面振动和预测的振动之间有很强的相关性。性能指标分析(RMSE=21.2999mm/s,16.2272mm/s,R=0.9175,PI=1.59,IOA=0.8239,IOS=0.2541),分数分析(=93),REC曲线(=6.85E-03,接近实际,即,0),曲线拟合(=1.05接近最佳拟合,即,1),AD测试(=11.607接近实际,即,9.790),Wilcoxon检验(=95%),不确定度分析(WCB=0.0134),和计算成本(=0.0180)表明PSO_DRVM模型MD29在测试阶段的性能优于其他RVM模型。这项研究将帮助采矿和土木工程师和爆破专家选择最佳的核函数及其超参数,以估计岩石爆破工程中的地面振动。在采矿业和民用工业的背景下,这项研究的应用为加强安全协议和优化运营效率提供了巨大的潜力。
The ground vibration caused by rock blasting is an extremely hazardous outcome of the blasting operation. Blasting activity has detrimental effects on both the ecology and the human population living in proximity to the area. Evaluating the magnitude of blasting vibrations requires careful evaluation of the peak particle velocity (PPV) as a fundamental and essential parameter for quantifying vibration velocity. Therefore, this study employs models using the relevance vector machine (RVM) approach for predicting the PPV resulting from quarry blasting. This investigation utilized the conventional and optimized RVM models for the first time in ground vibration prediction. This work compares thirty-three RVM models to choose the most efficient performance model. The following conclusions have been mapped from the outcomes of the several analyses. The performance evaluation of each RVM model demonstrates each model achieved a performance of more than 0.85 during the testing phase, there was a strong correlation observed between the actual ground vibrations and the predicted ones. The analysis of performance metrics (RMSE = 21.2999 mm/s, 16.2272 mm/s, R = 0.9175, PI = 1.59, IOA = 0.8239, IOS = 0.2541), score analysis (= 93), REC curve (= 6.85E-03, close to the actual, i.e., 0), curve fitting (= 1.05 close to best fit, i.e., 1), AD test (= 11.607 close to the actual, i.e., 9.790), Wilcoxon test (= 95%), Uncertainty analysis (WCB = 0.0134), and computational cost (= 0.0180) demonstrate that PSO_DRVM model MD29 outperformed better than other RVM models in the testing phase. This study will help mining and civil engineers and blasting experts to select the best kernel function and its hyperparameters in estimating ground vibration during rock blasting project. In the context of the mining and civil industry, the application of this study offers significant potential for enhancing safety protocols and optimizing operational efficiency.