Prediction of peak particle velocity using hybrid random forest approach

被引:1
作者
Yan, Yu [1 ,2 ]
Guo, Jiwei [1 ,3 ]
Bao, Shijie [1 ]
Fei, Honglu [1 ,3 ]
机构
[1] Liaoning Tech Univ, Sch Civil Engn, Fuxin 123000, Peoples R China
[2] Collaborat Innovat Ctr Mine Major Disaster Prevent, Fuxin 123000, Peoples R China
[3] Liaoning Tech Univ, Institue Blasting Technol, Fuxin 123000, Peoples R China
来源
SCIENTIFIC REPORTS | 2024年 / 14卷 / 01期
基金
中国国家自然科学基金;
关键词
Burden; Blast-induced ground vibration; Peak particle velocity; Machine learning algorithms; Arithmetic optimization algorithm; INDUCED GROUND VIBRATION; NEURAL-NETWORK; REGRESSION; MODEL; MINE; FEASIBILITY; FREQUENCY;
D O I
10.1038/s41598-024-81218-z
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Blasting excavation is widely used in mining, tunneling and construction industries, but it leads to produce ground vibration which can seriously damage the urban communities. The peak particle velocity (PPV) is one of main indicators for determining the extent of ground vibration. Owing to the complexity of blasting process, there is controversy over which parameters will be considered as the inputs for empirical equations and machine learning (ML) algorithms. According to current researches, the burden has controversial impact on the blast-induced ground vibration. To judge whether the burden affects blast-induced ground vibration, the data of ground vibration considering burden have been recorded at the Wujiata coal mine. Correlation coefficient is used to analyze the relationship between variables, the correlation between the distance from blasting center to monitored point (R) and peak particle velocity (PPV) is greatest and the value of correlation coefficient is - 0.67. This study firstly summarizes the most common empirical equations, and a new empirical equation is established by dimension analysis. The new equation shows better performance of predicting PPV than most other empirical equations by regression analysis. Secondly, the machine learning is confirmed the applicability of predicting PPV. Based on the performance assessments, regression error characteristic curve and Uncertainty analysis in the first round of predicting PPV, the random forest (RF) and K-Nearest Neighbors (KNN) show better performance than other four machine learning algorithms. Then, in the second round, based on the artithmetic optimization algorithm (AOA), the optimized random forest (AOA-RF) model as the most accurate model compared with the optimized K-Nearest Neighbors (AOA-KNN) presented in the literature. Finally, the points of predicted PPV which have been informed of danger are marked based on Chinese safety regulations for blasting.
引用
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页数:27
相关论文
共 57 条
  • [1] Gui Y.L., Et al., Blast wave induced spatial variation of ground vibration considering field geological conditions, Int. J. Rock Mech. Min. Sci, 101, pp. 63-68, (2018)
  • [2] Navarro-Torres V.F., Silveira L.G.C., Lopes P.F.T., de Lima H.M., Assessing and controlling of bench blasting-induced vibrations to minimize impacts to a neighboring community, J. Clean. Prod, 187, pp. 514-524, (2018)
  • [3] Ainalis D., Kaufmann O., Tshibangu J.P., Verlinden O., Kouroussis G., Modelling the source of blasting for the numerical simulation of blast-induced ground vibrations: A review, Rock Mech. Rock Eng, 50, pp. 171-193, (2017)
  • [4] Murmu S., Maheshwari P., Verma H.K., Empirical and probabilistic analysis of blast-induced ground vibrations, Int. J. Rock Mech. Min. Sci, 103, pp. 267-274, (2018)
  • [5] Yilmaz O., The comparison of most widely used ground vibration predictor equations and suggestions for the new attenuation formulas, Environ. Earth Sci, 75, pp. 1-11, (2016)
  • [6] Yan Y., Hou X., Fei H., Review of predicting the blast-induced ground vibrations to reduce impacts on ambient urban communities, J. Clean. Prod, 260, (2020)
  • [7] Uysal O., Arpaz E., Berber M., Studies on the effect of burden width on blast-induced vibration in open-pit mines, Environ. Geol, 53, pp. 643-650, (2007)
  • [8] Bergmann O.R., Riggle J.W., Wu F.C., Model rock blasting—effect of explosives properties and other variables on blasting results, Int. J. Rock Mech. Min. Sci. Geomech. Abstracts, 10, pp. 585-612, (1973)
  • [9] Blair D.P., Birney B., . Vibration signatures due to single blastholes fired in the Charlotte Deeps, . ICI Confid. Rep., (1994)
  • [10] Blair D.P., Armstrong L.W., The influence of burden on blast vibration, Fragblast, 5, pp. 108-129, (2001)