Influence of Blasting Vibration on Adjacent Circular Chamber with Lining
The wave function expansion method is used to analyze the interaction process of the blasting seismic wave and the adjacent underground circular chamber with concrete lining, the stress expression, displacement expression and vibration velocity expression of underground circular cavity under the acting of blasting vibration are deduced, the stress and displacement distribution of surrounding rock mass and concrete lining are presented under the definite condition. In terms of the stress and vibration velocity distribution and the tensile strength of the concrete lining, the critical failure vibration velocity of concrete lining is obtained.
blasting vibration circular chamber concrete lining critical vibration velocity
YI Changping LU Wenbo LIANG Kaishui
School of Resources and Environment Engineering,Wuhan University of Technology,Wuhan 430070,Hubei,Ch School of Water Resources and Hydropower, Wuhan University,Wuhan 430072,Hubei,China
国际会议
The 2007 International Symposium on Safety Science and Technology(2007采矿科学与安全技术国际学术会议)
河南焦作
英文
820-825
2007-04-17(万方平台首次上网日期,不代表论文的发表时间)