Prediction of Ground Vibration Velocity Induced by Long Hole Blasting Using a Particle Swarm Optimization Algorithm

被引:1
作者
Xie, Lianku [1 ]
Yu, Qinglei [2 ]
Liu, Jiandong [1 ]
Wu, Chunping [3 ]
Zhang, Guang [1 ]
机构
[1] Informat Res Inst Minist Emergency Management, Beijing 100029, Peoples R China
[2] Northeastern Univ, Sch Resources & Civil Engn, Shenyang 110819, Peoples R China
[3] Univ Sci & Technol Beijing, Sch Civil & Resources Engn, Beijing 100083, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 09期
基金
中国国家自然科学基金;
关键词
rock blasting; long hole blasting; peak particle velocity prediction; particle swarm optimization (PSO); Support Vector Regression (SVR); Random Forest (RF); MODEL;
D O I
10.3390/app14093839
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Obtaining accurate basic parameters for long hole blasting is challenging, and the resulting vibration damage significantly impacts key surface facilities. Predicting ground vibration velocity accurately and mitigating the harmful effects of blasting are crucial aspects of controlled blasting technology. This study focuses on the prediction of ground vibration velocity induced by underground long hole blasting tests. Utilizing the fitting equation based on the US Bureau of Mines (USBM) formula as a baseline for predicting peak particle velocity, two machine learning models suitable for small sample data, Support Vector Regression (SVR) machine and Random Forest (RF), were employed. The models were optimized using the particle swarm optimization algorithm (PSO) to predict peak particle velocity with multiple parameters specific to long hole blasting. Mean absolute error (MAE), mean Squared error (MSE), and coefficient of determination (R2) were used to assess the model predictions. Compared with the fitting equation based on the USBM model, both the Support Vector Regression (SVR) and Random Forest (RF) models accurately and effectively predict peak particle velocity, enhancing prediction accuracy and efficiency. The SVR model exhibited slightly superior predictive performance compared to the RF model.
引用
收藏
页数:14
相关论文
共 42 条
  • [11] Duvall W.I., 1959, Spherical propagation of explosion-generated strain pulses in rock
  • [12] Engelbrecht AP., 2007, COMPUTATIONAL INTELL, DOI [10.1002/9780470512517, DOI 10.1002/9780470512517]
  • [13] Prediction of Blast-Induced Ground Vibration in a Mine Using Relevance Vector Regression Optimized by Metaheuristic Algorithms
    Fattahi, Hadi
    Hasanipanah, Mahdi
    [J]. NATURAL RESOURCES RESEARCH, 2021, 30 (02) : 1849 - 1863
  • [14] A new hybrid ANFIS-PSO model for prediction of peak particle velocity due to bench blasting
    Ghasemi, Ebrahim
    Kalhori, Hamid
    Bagherpour, Raheb
    [J]. ENGINEERING WITH COMPUTERS, 2016, 32 (04) : 607 - 614
  • [15] Ghosh A., 1983, P ARMA US ROCK MECH, pARMA
  • [16] Vibration response and failure modes analysis of the temporary support structure under blasting excavation of tunnels
    Guan, Xiaoming
    Yang, Ning
    Zhang, Wenjun
    Li, Minggeng
    Liu, Zeliang
    Wang, Xiaohui
    Zhang, Sulei
    [J]. ENGINEERING FAILURE ANALYSIS, 2022, 136
  • [17] Hajihassani M, 2015, B ENG GEOL ENVIRON, V74, P873, DOI 10.1007/s10064-014-0657-x
  • [18] Forecasting blast-induced ground vibration developing a CART model
    Hasanipanah, Mahdi
    Faradonbeh, Roohollah Shirani
    Amnieh, Hassan Bakhshandeh
    Armaghani, Danial Jahed
    Monjezi, Masoud
    [J]. ENGINEERING WITH COMPUTERS, 2017, 33 (02) : 307 - 316
  • [19] Feasibility of indirect determination of blast induced ground vibration based on support vector machine
    Hasanipanah, Mahdi
    Monjezi, Masoud
    Shahnazar, Azam
    Armaghani, Danial Jahed
    Farazmand, Alireza
    [J]. MEASUREMENT, 2015, 75 : 289 - 297
  • [20] Predicting Blast-Induced Ground Vibration in Open-Pit Mines Using Vibration Sensors and Support Vector Regression-Based Optimization Algorithms
    Hoang Nguyen
    Choi, Yosoon
    Xuan-Nam Bui
    Trung Nguyen-Thoi
    [J]. SENSORS, 2020, 20 (01)