摘要
应用有限元法对辽宁省大伙房水库输水工程主体隧洞结构进行了仿真分析,从而得到隧洞结构的应力分布规律,研究确定薄弱部位并采取相应的稳定措施,以便保证隧洞施工的安全与经济。
Based on the main tunnel for the water conveyance project of Dahuofang Reservoir in Liaoning Province, a simulationbased analysis is made on the tunnel structure with the finite element method (FEM) ; in which the stress'distribution law of the tunnel structure is analyzed and the weak locations concerned are studied, so as to strengthen the stability measures and guarantee the safe and economic construction of the tunneling.
出处
《水利水电技术》
CSCD
北大核心
2006年第3期52-54,共3页
Water Resources and Hydropower Engineering
关键词
大型输水隧洞
围岩
有限元
应力仿真分析
large water delivery tunnel
surrounding rock
FEM
simulation-based stress analysis