水力发电Issue(5)：48-50,53,4.
泸定水电站特大断面引水洞变形加固及塌方处理
Deformation Reinforcement and Rock Slide Treatment of Diversion Tunnel with Extra-large Seation in Luding Hydropower Stration
赵龙飞 1范萍 1李越1
作者信息
- 1. 中国葛洲坝集团三峡分公司泸定水电站施工项目部,四川,泸定,626100
- 折叠
摘要
Abstract
The diversion tunnel of Luding Hydropower Station is one of underg round caverns under construction currently in China with extra-large excavation section and most complex geological conditions. The rock slide happens in the location of KO +401.5 m in the excavation of No. 2 diversion tunnel due to the steep dip and large fault in the location of arch crown.The treatment to the rock slide area and the reinforcement to the slide-affected zones are introduced herein.关键词
特大断面/变形加固/塌方处理/引水洞/泸定水电站分类
建筑与水利引用本文复制引用
赵龙飞,范萍,李越..泸定水电站特大断面引水洞变形加固及塌方处理[J].水力发电,2011,(5):48-50,53,4.
