基于KPCA-BAS-SVM模型的岩爆等级预测

    Rock burst grade prediction based on KPCA-BAS-SVM model

    • 摘要: 随着矿山、隧道等地下工程向着深部发展,岩爆灾害准确预报预警能有效降低对施工人员和设备造成的伤害。根据岩爆成因、特点、影响因素,选取围岩最大切向应力(MTS)、抗压强度(UCS)、抗拉强度(UTS)、应力系数(SCF)、脆性系数(BI)、弹性能量指数(WET)作为岩爆预测指标。在收集184组国内外岩爆案例的基础上,建立岩爆数据库。为简化模型输入参数并充分保留岩爆数据的特征信息,本文采用线性加权融合策略,将多项式核函数与高斯径向基核函数相结合构建组合核函数,并利用网格搜索法确定二者的最优组合系数。采用天牛须搜索算法(BAS)对支持向量机(SVM)的惩罚参数c和核函数参数g进行寻优,以消除人为主观因素对岩爆预测结果可靠性的干扰。选取降维后的三个核主成分对优化模型进行训练与测试,利用混淆矩阵及多个评价指标评估模型性能,并将预测结果与SVM模型、BAS-SVM模型进行对比。研究结果表明:KPCA-BAS-SVM模型的预测准确率达到89.3%,较SVM模型和BAS-SVM模型分别提高17.4%和13.6%。此外,该模型在岩爆预测中的平均精确率为91.0%,平均召回率为91.7%,F1得分为91.3%,三项指标均显著优于对比模型。将模型应用于括苍山隧道和马路坪矿,预测等级与实际等级基本一致,验证了模型的可行性和适用性,可为岩爆预警提供一种新思路。

       

      Abstract: With the development of mines, tunnels and other underground projects to the deep, the accurate prediction and early warning of rock burst disasters can effectively reduce the damage to construction personnel and equipment. Based on the causes, characteristics, and influencing factors of rock bursts, this study selects maximum tangential stress (MTS), uniaxial compressive strength (UCS), uniaxial tensile strength (UTS), stress coefficient (SCF), brittleness index (BI), and elastic energy index (WET) as key indicators for rock burst prediction. A rock burst database is established based on 184 case studies collected from both domestic and international sources. To simplify model input parameters while preserving essential features of the rock burst data, a linear weighted fusion strategy is adopted, combining polynomial kernel function with Gaussian radial basis function to construct a hybrid kernel function, and grid search is used to determine their optimal combination coefficients. The antlion optimizer algorithm (BAS) is employed to optimize the penalty parameter c and kernel parameter g in support vector machines (SVM), eliminating subjective human interference that may affect the reliability of rock burst predictions. The optimized model is trained and tested using three kernel principal components derived from dimensionality reduction. Model performance is evaluated using confusion matrices and multiple evaluation metrics, and the results are compared with those of conventional SVM and BAS-SVM models. Results show that the KPCA-BAS-SVM model achieves an accuracy rate of 89.3%, representing improvements of 17.4% and 13.6% over the SVM and BAS-SVM models, respectively. Furthermore, the model demonstrates average precision of 91.0%, average recall of 91.7%, and an F1 score of 91.3%, all significantly outperforming the comparison models. When applied to Kuocangshan Tunnel and Maluping Mine, the predicted rock burst levels closely match actual conditions, verifying the model’s feasibility and applicability. This provides a new approach for rock burst early warning.

       

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