摘要
天花板水电站厂房后边坡高,工程地质条件复杂,边坡开挖过程中出现了沿层理面开裂、工程监测数据异常等现象。从工程地质条件入手,针对各种异常现象进行分析,采取了有针对性的工程处理措施,效果明显,保障了工程的正常进行。
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.
出处
《水力发电》
北大核心
2011年第6期42-43,共2页
Water Power
关键词
工程地质
边坡
稳定分析
天花板水电站
engineering geology
slope
stability analysis
Tianhuaban Hydropower Station