摘要
采用有限单元法,研究了巷道遭遇正、逆、走滑断层错动的反应情况。结果表明,断层的不同类型及不同宽度都会对巷道受力产生影响。巷道在遭遇正断层错动时,很有可能发生大区域破坏;走滑断层错动时主要使巷道断层处形成较大应力集中,两盘内受力较小;逆断层错动时对巷道的影响程度介于前两者之间。
With finite element method,the roadway under normal,reverse,and strike-slip fault movements was studied.The results showed that the fault type and width influenced the roadway stress.When the roadway under normal fault movement,larger area damage were likely to happen.Under strike-slip movement,there were more stress concentration around the fault and less stress among two sides.The reverse fault movement influence on the roadway was between the former two situations.
引文
[1]王文礼.台湾集集大地震山岳巷道受损情形之探讨[J].现代隧道技术,2001,38(2):52-60.
[2]刘晶波.地铁地下结构抗震分析及设计中的几个关键问题[J].土木工程学报,2006,39(6):106-110.
[3]孙钧.地下结构有限元解析[M].上海:同济大学出版社,1988.
[4]孙钧,候学渊.地下结构(上、下册)[M].北京:科学出版社,1987.
[5]Kuesel,T.R.Earthquake Design Criteria for Subways[J].J.Struct.Div.,ASCE ST6,1969:1213-1231.