摘要
通过三维有限元计算分析,探讨了宝珠寺混凝土重力坝坝基防渗帷幕的防渗效果。计算得到的坝基面扬压力分布与现行混凝土重力坝设计规范推荐的坝基面扬压力分布图形相近,防渗帷幕效果达到了设计要求。
The distribution diagram of uplift pressure on the foundation of Baozhusi dam calculated by 3D FEM analysis is similar to the diagram re-commended in the design specification of gravity dam, so it can be said that the anti-seepage effect of curtain is satisfactory.
出处
《湖北水力发电》
2002年第1期16-18,共3页
Hubei Water Power
关键词
宝珠寺重力坝
防渗帷幕
坝基面扬压力
三维有限元计算
Baozhusi gravity dam, anti-seepage curtain, uplift pressure on dam foundation, 3D FEM
