摘要
对盘道岭引水隧洞的地质条件、一次支护和二次支护、排水等作了介绍；为验证设计支护衬砌结构断面的安全度。
The geological conditions,primary support and secondary support,drainage of Pandaoling Diversion,Tunnel,etc are introduced in the paper.In order to verify design safety of support and lining structure profile the two dimenstion non linear finite element analysis is carried out.
出处
《水电站设计》
1996年第4期28-34,共7页
Design of Hydroelectric Power Station
关键词
引水隧洞
设计
施工
衬砌岭隧洞
diversion tunnel,design,construction,lining,Pantaoting Tunnel.
