会议专题

Study on Critical Vibration Velocity of Underground Chamber with Different Surrounding Rock Mass Under Acting of Blasting Vibration

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 the condition of different surrounding rock mass. In terms of the stress and displacement distribution and the tension strength of the surrounding rock mass, the critical failure vibration velocity of surrounding rocks mass is obtained in different condition.

blasting vibration different surrounding rock mass underground chamber critical vibration velocity

LIANG Kaishui LIU Chuqiao

School of Resources and Environment Engineering, Wuhan University of Technology, Wuhan 430070, Hubei, China

国际会议

2007国际推进剂、炸药、烟火技术秋季研讨会(The 2007 International Autumn Seminar on Propellants,Explosives and Pyrotechnics)

西安

英文

748-751

2007-10-23(万方平台首次上网日期,不代表论文的发表时间)