Theoretical Derivation of a Peak Particle Velocity–Distance Law for the Prediction of Vibrations from Blasting

被引:6
作者
Luigi Sambuelli
机构
[1] DITAG,
[2] Politecnico di Torino,undefined
来源
Rock Mechanics and Rock Engineering | 2009年 / 42卷
关键词
Seismic wave energy; Blasting; Peak particle velocity; Scaled distance;
D O I
暂无
中图分类号
学科分类号
摘要
I would like to suggest a theoretical justification for the mathematical structure of some laws for predicting the maximum particle velocity vibration from blasting operations in the light of some basic notions of elastic and anelastic wave theory. Within this point of view, in dimensionally correct expressions, the terms pertaining to the rock, to the blast and to the seismic wave become evident and recognisable. A law is presented that can be used to forecast the maximum particle velocity on the basis of some blast design and rock parameters. Four tests of the proposed law performed with real data sets seem to confirm fairly well its reliability.
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页码:547 / 556
页数:9
相关论文
共 5 条
[1]  
Kahriman A(2004)Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry Soil Dynam Earthquake Eng 24 887-892
[2]  
Kim D-S(2000)Propagation and attenuation characteristics of various ground vibrations Soil Dynam Earthquake Eng 19 115-126
[3]  
Lee J-S(2002)Prediction of ground vibrations due to construction blasts in different types of rock Rock Mech Rock Eng 35 195-204
[4]  
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