岩土力学 ›› 2024, Vol. 45 ›› Issue (6): 1884-1894.doi: 10.16285/j.rsm.2023.0986

• 数值分析 • 上一篇    

基于微震监测和概率优化朴素贝叶斯的短期岩爆预测模型

孙嘉豪1,王文杰1,解联库2   

  1. 1. 武汉科技大学 资源与环境工程学院,湖北 武汉 430081;2. 应急管理部信息研究院,北京 100029
  • 收稿日期:2023-07-06 接受日期:2023-09-08 出版日期:2024-06-19 发布日期:2024-06-20
  • 通讯作者: 王文杰,男,1978年生,博士,教授,博士生导师,主要从事井巷支护及地压控制等方面的研究。E-mail: wangwenjie@wust.edu.cn
  • 作者简介:孙嘉豪,男,1998年生,硕士研究生,主要从事微震监测及岩爆预测等方面的研究。E-mail: 2289166090@qq.com
  • 基金资助:
    国家自然科学基金(No.51974206);湖北省安全生产专项资金科技资助(No.KJZX202007007);国家自然科学基金―新疆联合基金(No.U1903216)。

Short-term rockburst prediction model based on microseismic monitoring and probability optimization naive Bayes

SUN Jia-hao1, WANG Wen-jie1, XIE Lian-ku2   

  1. 1. College of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, Hubei 430081, China; 2. Information Research Institute of Ministry of Emergency Management, Beijing 100029, China
  • Received:2023-07-06 Accepted:2023-09-08 Online:2024-06-19 Published:2024-06-20
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51974206), the Hubei Province Safety Production Special Fund Science and Technology Project (KJZX202007007) and the National Natural Science Foundation of China-Joint Fund of Xinjiang (U1903216).

摘要: 岩爆是地下岩土工程中常见的地压灾害。为实时准确地预测岩爆,提出一种基于微震监测和概率优化朴素贝叶斯的短期岩爆预测模型。首先,以114组岩爆样本数据为基础,结合相关特征选择算法选取累计微震事件数、累积微震能量、累积微震视体积和累积微震能量率4项微震参数作为预测指标。其次,为最大程度地削弱朴素贝叶斯算法的条件独立性假设,采用指标相关重要性赋权法和相似度函数从属性赋权和实例赋权两方面优化条件概率,并针对条件概率赋权后可能引起的决策失衡问题,引入马氏距离补偿先验概率损失,进而提出一种带有条件概率加权和先验概率补偿机制的概率优化朴素贝叶斯算法预测岩爆烈度等级。最后,从模型评估、模型比较和工程验证3个方面检验模型的准确性和可靠性。研究结果表明,所提模型预测准确率为86.96%,预测性能优于其他机器学习模型,可为实际工程的岩爆预测提供科学依据。

关键词: 微震监测, 岩爆预测, 朴素贝叶斯, 属性权重, 实例权重

Abstract: Rockburst is a common ground pressure hazard in underground geotechnical engineering. To predict rockburst accurately in real-time, this study proposes a short-term rockburst prediction model based on microseismic monitoring and probability optimization naive Bayes. Firstly, based on 114 sets of rockburst sample data, four microseismic parameters were selected as predictors using the correlation feature selection algorithm: cumulative number of microseismic events, cumulative microseismic energy, cumulative microseismic apparent volume, and cumulative microseismic energy rate. Secondly, to weaken the conditional independence assumption of the naive Bayes algorithm, the criteria importance through intercriteria correlation method and the similarity function are used to optimize the conditional probability in terms of both attribute weighting and instance weighting. The Mahalanobis distance is introduced to compensate for the loss of prior probability, addressing the decision imbalance caused by conditional probability weighting. Thus, a probability optimization naive Bayes algorithm with conditional probability weighting and prior probability compensation mechanism is proposed to predict the rockburst intensity levels. Finally, the model’s accuracy and reliability are tested through model evaluation, model comparison, and engineering validation. The results show that the proposed model has a prediction accuracy of 86.96% and outperforms other machine learning models, providing a scientific basis for rockburst prediction in practical engineering.

Key words: microseismic monitoring, rockburst prediction, naive Bayes, attribute weighting, instance weighting

中图分类号: TU45
[1] 刘胤池, 李庶林, 唐超. 岩体破裂震源机制解类型判据的改进及应用研究[J]. 岩土力学, 2021, 42(5): 1335-1344.
[2] 毛浩宇, 徐奴文, 李彪, 樊义林, 吴家耀, 孟国涛, . 基于离散元模拟和微震监测的白鹤滩水电站左岸地下厂房稳定性分析[J]. 岩土力学, 2020, 41(7): 2470-2484.
[3] 赵金帅, 裴书锋, 徐进鹏, 江权, 陈炳瑞, . 开挖扰动下地下交叉洞室错动带岩体微震演化规律[J]. 岩土力学, 2020, 41(11): 3789-3796.
[4] 陈炳瑞, 吴昊, 池秀文, 刘辉, 伍梦蝶, 晏俊伟, . 基于STA/LTA岩石破裂微震信号实时识 别算法及工程应用[J]. 岩土力学, 2019, 40(9): 3689-3696.
[5] 李桐, 冯夏庭, 王睿, 肖亚勋, 王勇, 丰光亮, 姚志宾, 牛文静, . 深埋隧道岩爆位置偏转及其微震活动特征[J]. 岩土力学, 2019, 40(7): 2847-2854.
[6] 王剑锋, 李天斌, 马春驰, 张航, 韩瑀萱, 周雄华, 姜宇鹏, . 基于引力搜索法的隧道围岩微震定位研究[J]. 岩土力学, 2019, 40(11): 4421-4428.
[7] 蒋 雄, 徐奴文, 周 钟, 侯东奇, 李 昂, 张 敏, . 两河口水电站母线洞开挖过程围岩破坏机制[J]. 岩土力学, 2019, 40(1): 305-314.
[8] 赵金帅,冯夏庭,王鹏飞,江 权,陈炳瑞,周扬一,裴书锋, . 爆破开挖诱发的地下交叉洞室微震特性及破裂机制分析[J]. , 2018, 39(7): 2563-2573.
[9] 杨 莹,徐奴文,李 韬,戴 峰,樊义林,徐 剑,李 彪,. 基于RFPA3D和微震监测的白鹤滩水电站左岸边坡稳定性分析[J]. , 2018, 39(6): 2193-2202.
[10] 马春驰,李天斌,张 航,王剑锋, . 基于EMS微震参数的岩爆预警方法及探讨[J]. , 2018, 39(2): 765-774.
[11] 胡中华,徐奴文,戴 峰,顾功开,李 昂,杨 莹,. 乌东德水电站地下厂房层状岩体稳定性及变形机制[J]. , 2018, 39(10): 3794-3802.
[12] 刘鑫锦,苏国韶,冯夏庭,燕柳斌,闫召富,张 洁,李燕芳,. 基于声音信号的室内岩爆动态预测方法[J]. , 2018, 39(10): 3573-3580.
[13] 陈卫忠,马池帅,田洪铭,杨建平,. TBM隧道施工期岩爆预测方法探讨[J]. , 2017, 38(S2): 241-249.
[14] 徐奴文,李 韬,戴 峰,李 彪,樊义林,徐 剑,. 基于离散元模拟和微震监测的白鹤滩水电站左岸岩质边坡稳定性分析[J]. , 2017, 38(8): 2358-2367.
[15] 孙运江,左建平,李玉宝,刘存辉,李彦红,史 月,. 邢东矿深部带压开采导水裂隙带微震监测及突水机制分析[J]. , 2017, 38(8): 2335-2342.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!