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《Blasting》 2005-04
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Study on Critical Failure Vibration Velocity of Underground Chambers under Action of Blasting Vibration

YI Chang-ping~(1),LU Wen-bo~(2),ZHANG Jian-hua~(1)(1.School of Resources and Environment Engineering,Wuhan University of Technology, Wuhan 430070,China;2.School of Water Resources and Hydropower,Wuhan University,Wuhan 430072,China)  
The wave function expansion method is used to analyze the interaction of blasting seismic wave and the adjacent underground chambers,the stress expression and displacement expression of circular underground chambers under the blasting vibration are deduced,the stress and displacement distribution of surrounding rocks mass are presented under conditions of the different frequency of blasting seismic wave and different rock mass.In terms of the stress and displacement distribution and the tension strength of the rock mass,the critical failure vibration velocity of surrounding rocks mass is obtained in different conditions.
【CateGory Index】: TU457
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