Proposing of a new soft computing-based model to predict peak particle velocity induced by blasting

被引:29
作者
Mokfi, Taha [1 ]
Shahnazar, Azam [2 ]
Bakhshayeshi, Iman [3 ]
Derakhsh, Ali Mahmodi [4 ]
Tabrizi, Omid [5 ]
机构
[1] Univ Cent Florida, Dept Stat, Orlando, FL 32816 USA
[2] Islamic Azad Univ, Qom Branch, Young Researchers & Elite Club, Qom, Iran
[3] Eqbal Lahoori Inst Higher Educ, Sch Civil Engn, Mashhad, Iran
[4] Islamic Azad Univ, West Tehran Branch, Young Researchers & Elite Club, Tehran, Iran
[5] Islamic Azad Univ, Sci & Res Branch, Young Researchers & Elite Club, Tehran, Iran
关键词
Blasting; Ground vibration; Peak particle velocity; GMDH technique; GROUND VIBRATION PREDICTION; NEURAL-NETWORK; GMDH; STRENGTH; ENGINES; ROCKS;
D O I
10.1007/s00366-018-0578-6
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Estimation of ground vibration induced by blasting operations is an important task to control the safety issues at the surface mines and civil projects. By reviewing the previous studies, some empirical and soft computing models have been proposed to estimate blast-induced ground vibrations. The main goal of this research is to propose a new predictive model in the field of ground vibration estimation. For this aim, the group method of data handling (GMDH) model which is a type of neural network, is proposed with respect to input parameters including the stemming length, powder factor, burden to spacing ratio, distance from the blast-face, blast-hole depth and maximum charge per delay. Also, the peak particle velocity, as the most common descriptor for evaluating the ground vibration, was selected as the output. The required datasets were collected from a quarry in Penang, Malaysia, using 102 blasting operations. Several criteria such as root mean square error (RMSE) and coefficient of determination (R-2) were utilized to determine the reliability of the GMDH. Based on the obtained results, the GMDH forecasting technique with R-2 of 0.911 and RMSE of 0.889 can be presented as a powerful technique in predicting the blast-induced ground vibration.
引用
收藏
页码:881 / 888
页数:8
相关论文
共 49 条
  • [1] Correlation between Strength and Durability Indices of Rocks- Soft Computing Approach
    Ahmad, M.
    Ansari, M. K.
    Sharma, L. K.
    Singh, Rajesh
    Singh, T. N.
    [J]. ISRM EUROPEAN ROCK MECHANICS SYMPOSIUM EUROCK 2017, 2017, 191 : 458 - 466
  • [2] Ambraseys N.R., 1968, Rock Mechanics in Engineering Practice
  • [3] A new combination of artificial neural network and K-nearest neighbors models to predict blast-induced ground vibration and air-overpressure
    Amiri, Maryam
    Amnieh, Hassan Bakhshandeh
    Hasanipanah, Mahdi
    Khanli, Leyli Mohammad
    [J]. ENGINEERING WITH COMPUTERS, 2016, 32 (04) : 631 - 644
  • [4] [Anonymous], 1992, INT J ROCK MECH MIN, V29, P145
  • [5] [Anonymous], 2009, MATLAB VERSION 7 14
  • [6] [Anonymous], 1959, RI5483 USBM
  • [7] [Anonymous], 2016, ENG COMPUT
  • [8] [Anonymous], 2017, ENG COMPUT
  • [9] Blasting-induced flyrock and ground vibration prediction through an expert artificial neural network based on particle swarm optimization
    Armaghani, D. Jahed
    Hajihassani, M.
    Mohamad, E. Tonnizam
    Marto, A.
    Noorani, S. A.
    [J]. ARABIAN JOURNAL OF GEOSCIENCES, 2014, 7 (12) : 5383 - 5396
  • [10] A combination of the ICA-ANN model to predict air-overpressure resulting from blasting
    Armaghani, Danial Jahed
    Hasanipanah, Mahdi
    Mohamad, Edy Tonnizam
    [J]. ENGINEERING WITH COMPUTERS, 2016, 32 (01) : 155 - 171