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《Chinese Journal of Underground Space and Engineering》 2007-04
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Amplitude-frequency Analysis of Particle Vibation with Blasting at Different Distance

YANG Sheng-quan1,2,ZHOU Jian2,Lü Zhong-yu1(1.College of Civil Engineering,Hunan University of Sciences and Technology,Xiangtan 411201,China2.College of Civil Engineering,Tongji University,Shanghai 200092,China)  
Based on blasting seismic safety monitoring,the frequency and amplitude of road tunnel and its surrounding rock are described by analyzing the peak particle velocity(PPV) and its principal frequency.The reasons of the blasting seismic effects of underground opening and its surrounding rock are discussed.And the attenuation formula of the maximum PPV and explosives with the distance between blasting center and monitoring position is shown and that the relationship between PPV and ratio charge blasting vibration is pointed out too.The results show that the maximum PPV attenuation velocity is more in near area than that at the farther,and the main frequency focuses in the range of 25~45Hz,especially at the point of 35Hz,that the PPV and its main frequency have close relation with charge and the distance between blasting center and monitoring position.The decaying of the blasting seismic waves related mainly to the neutrality and characteristics of propagation media mass.
【CateGory Index】: U456.3
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