Dynamical Response of Circular Tunnel with Steel Lining under the Action of Blasting Vibration

被引：1
|
作者：
Yi, Changping [1 ]
Lu, Wenbo [2 ]
Feng, Ling [1 ]
Wang, Gang [1 ]
机构：
[1] Wuhan Univ Technol, Sch Resources & Environm Engn, Wuhan 430070, Peoples R China
[2] Wuhan Univ Technol, Sch Water Resources & Hydropower, Wuhan 430070, Peoples R China
来源：
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词：
Blasting Vibration; Circular Tunnel; Steel Lining; Critical Vibration Velocity;
D O I：
10.4028/www.scientific.net/AMR.163-167.4037
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The wave function expansion method is used to analyze the interaction process of the blasting seismic wave and the adjacent circular tunnel with steel lining, the stress expression, displacement expression and vibration velocity expression of circular tunnel under the action of blasting vibration are deduced, the stress,displacement and vibration velocity distribution of surrounding rock mass and steel lining are presented under the definite condition. In terms of the stress and vibration velocity distribution and the tensile strength of the rock mass, the critical failure vibration velocity of surrounding rock mass is obtained.
引用
收藏
页码：4037 / +
页数：2
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