Effect of the soil type on the dynamic response of a tunnel under surface detonation

被引:1
|
作者
B. Mobaraki
M. Vaghefi
机构
[1] Eastern Mediterranean University,Civil Engineering Department
[2] Persian Gulf University,Civil Engineering Department
来源
关键词
soil type; dynamic response; numerical simulation; underground structure; surface detonation; peak particle velocity;
D O I
暂无
中图分类号
学科分类号
摘要
The analysis of the dynamic response of a circular tunnel in three types of soil at different depths under surface detonation of a 250-kg TNT charge reveals that the tunnel peak particle velocity and the failure zone length are sensitive to the soil type and material properties. The buried tunnel in silty clay sand has the least damage; the length of the failure zone is 5 m in the longitudinal direction and 0 to 60° at the top arch.
引用
收藏
页码:363 / 370
页数:7
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