水力发电2011，Vol.37Issue(6)：42-43,2.
天花板水电站厂房后边坡开挖应急处理措施的地质分析
Geological Analysis on the Emergency Treatments of Back Slope behind the Powerhouse of Tianhuaban Hydropower Station during Excavation
于立宏 1付长明 1李前廷 1谭金龙1
作者信息
- 1. 中国水电顾问集团北京勘测设计研究院,北京100024
- 折叠
摘要
Abstract
The back slope behind the powerhouse of Tianhuaban Hydropower Station is high and the engineering geological conditions are complicated. During the excavation of slope, the cracks occurred along the bedding planes and the engineering monitoring data were also abnormal. Taking studies from the engineering geological conditions, the anomalies are analyzed and the treatment measures are proposed. The practical treatments show that the measures are effective and guarantee the construction of project on schedule.关键词
工程地质/边坡/稳定分析/天花板水电站Key words
engineering geology/ slope/ stability analysis/ Tianhuaban Hydropower Station分类
建筑与水利引用本文复制引用
于立宏,付长明,李前廷,谭金龙..天花板水电站厂房后边坡开挖应急处理措施的地质分析[J].水力发电,2011,37(6):42-43,2.
