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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (4): 777-789.DOI: 10.3973/j.issn.2096-4498.2026.04.011

• 地质与勘察 • 上一篇    下一篇

基于改进ER规则的隧道围岩智能分级Stacking集成学习模型

赵思光1, 王明年2, *, 童建军2, 夏覃永3, 李泽星4, 霍建勋1, 易文豪5   

  1. (1. 中国铁路经济规划研究院有限公司技术标准所, 北京 100038; 2. 西南交通大学土木工程学院, 四川 成都 610031; 3. 广东交通实业投资有限公司, 广东 广州 510000; 4. 楚雄师范学院基建处, 云南 楚雄 675000; 5. 重庆交通大学未来土木科技研究院, 重庆 400074 )
  • 出版日期:2026-04-20 发布日期:2026-04-20
  • 作者简介:赵思光(1994—),男,山东郓城人,2023年毕业于西南交通大学,桥梁与隧道工程专业,博士,工程师,现从事铁路隧道标准管理与科研工作。E-mail: mt_guang@163.com。*通信作者: 王明年, E-mail: 19910622@163.com。

Stacking Ensemble Learning Model Based on Improved Evidence Reasoning Rules for Intelligent Classification of Tunnel Surrounding Rocks

ZHAO Siguang1, WANG Mingnian2, *, TONG Jianjun2, XIA Qinyong3, LI Zexing4, HUO Jianxun1, YI Wenhao5   

  1. (1. Technical Standards Institute of China Railway Economic and Planning Research Institute Co., Ltd., Beijing 100038, China; 2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China; 3. Guangdong Transportation Investment Co., Ltd., Guangzhou 510000, Guangdong, China; 4. Infrastructure Department of Chuxiong Normal University, Chuxiong 675000, Yunnan, China; 5. Institute of Future Civil Engineering Science and Technology, Chongqing Jiaotong University, Chongqing 400074, China)
  • Online:2026-04-20 Published:2026-04-20

摘要: 为进一步提高钻进参数用于围岩分级方法的适用性,基于改进ER(evidence reasoning)规则的Stacking集成学习方法,建立以钻进参数为驱动的围岩智能分级模型。首先,基于现场采集的大量钻进参数围岩分级样本,用支持向量机、随机森林等6种常规机器学习方法构建围岩智能分级基模型; 其次,通过考虑各基模型在验证集上的准确率和错误样本类型建立基模型可靠性计算方法,通过考虑各基模型在验证集上的输出分类概率向量的多样性建立基模型权重计算方法,实现ER规则的改进; 最后,基于ER规则的元分类器推理过程,以各基模型在测试集上的分级概率向量为输入,构建综合考虑基模型可靠性和权重的围岩智能分级模型。结果显示: 1)与各基模型相比,集成模型在预测集上的总体准确率由90.0%~92.5%提高到96.0%,可靠性由86.0%~89.0%增加到94.7%; 2)对全部基模型均判对的样本,集成模型全部判断正确,对多数基模型均判错的样本,集成模型也能进行部分改正; 3)集成模型较各基模型计算时间延长4~10倍,但整体效率仍为毫秒级,可以满足现场工程应用需要。

关键词: 隧道, 围岩分级, ER规则, Stacking集成学习, 钻进参数, 多样性度量

Abstract: To improve the applicability of drilling parameter-based methods for surrounding rock classification, an intelligent classification model driven by drilling parameters is developed using a Stacking ensemble learning method based on improved evidence reasoning (ER) rules. First, using numerous on-site samples of drilling parameters and surrounding rock grades, six conventional machine learning algorithms, including support vector machine and random forest, are employed to construct base models. Second, an improved ER rule is developed by introducing two calculation approaches: (1) a base model reliability calculation method that considers classification accuracy and misclassified sample types of each base model on the validation set and (2) a base model weight calculation method that accounts for the diversity of classification probability vectors produced by each base model on the validation set. Finally, based on meta-classifier inference under the improved ER rule, an integrated intelligent surrounding rock classification model is constructed using the classification probability vectors of each base model on the test set as inputs, with the reliability and weight of the base models synthetically considered. The results indicate that compared with individual base models, the overall accuracy of the ensemble model on the test set increases from 90.0%-92.5% to 96.0%, and its reliability increases from 86.0%-89.0% to 94.7%. The ensemble model correctly classifies all samples correctly identified by each base model and partially corrects the misclassified samples identified by most base models. Although the ensemble model′s computation time is approximately 4-10 times that of the individual base models, the overall efficiency remains at the millisecond level, meeting field application requirements.

Key words: tunnel, surrounding rock classification, evidence reasoning rules, Stacking ensemble learning, drilling parameters, diversity measure