摘要
水布垭水电站地下厂区内结构面复杂,工程竣工后,地下施工洞出现局部破坏现象,对隧道的安全稳定存在较大的影响。为了更好的保证水电工程运行安全,因此采用Flac3D软件对地下施工洞进行稳定性分析。
The structure of the underground area of Shuibuya hydropower station is complex. After the completion of the project,partial destruction of underground construction holes,which has a great impact on the safety and stability of the tunnel. In order to better ensure the safety of hydropower project operation,therefore,the stability analysis of underground construction holes is carried out using Flac3 Dsoftware.
作者
胡章新
陈燕华
Hu Zhangxin;Chen Yanhua(School of Civil Engineering and Architecture,China Three Gorges University,Yichang 443000,China)
出处
《山西建筑》
2019年第11期127-128,共2页
Shanxi Architecture
关键词
隧道
结构面
数值模拟
稳定性
tunnel
structural surface
numerical simulation
stability
