A Dimensional Analysis Approach to Study Blast-Induced Ground Vibration

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• 作者：Manoj Khandelwal (1)
  Mahdi Saadat (2)
  
  1. Department of Mining Engineering ; College of Technology and Engineering ; Maharana Pratap University of Agriculture and Technology ; Udaipur ; 313 001 ; India
  2. Rock Mechanics Group ; Mining Engineering Department ; Engineering Faculty ; Shahid Bahonar University of Kerman ; P.O. Box 76175-133 ; Kerman ; Islamic Republic of Iran
  
• 关键词：Blast vibration ; Empirical predictors ; Dimensional analysis ; Peak particle velocity
• 刊名：Rock Mechanics and Rock Engineering
• 出版年：2015
• 出版时间：March 2015
• 年：2015
• 卷：48
• 期：2
• 页码：727-735
• 全文大小：977 KB
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• 刊物类别：Earth and Environmental Science
• 刊物主题：Earth sciences
  Geophysics and Geodesy
  Civil Engineering
  
• 出版者：Springer Wien
• ISSN：1434-453X

文摘

The prediction of ground vibration is of great importance in the alleviation of the detrimental effects of blasting. Therefore, a vibration control study to minimize the harm of ground vibration and its influence on nearby structures can play an important role in the mining industry. In this paper, a dimensional analysis (DA) technique has been performed on various blast design parameters to propose a new formula for the prediction of the peak particle velocity (PPV). After obtaining the DA formula, 105 data sets were used to determine the unknown coefficients of the DA equation, as well as site constants of different conventional predictor equations. Then, 12 new blast data sets were used to compare the capability of the DA formula with conventional predictor equations. The results were compared based on the coefficient of determination and mean absolute error between measured and predicted values of the PPV.