摘要
重点分析了琅琊山抽水蓄能电站地下厂房埋设在蚀变岩段围岩、蚀变岩段岩锚吊车梁及蚀变岩机组基础的监测仪器数据在施工期的变化规律,并评价蚀变岩结构的稳定性,及时为设计、施工提供监测资料。
The changing law of the monitoring data from the monitoring instruments embedded respectively in the surrounding rock, rock bolted crane beam and power generation unit foundation of altered rock for the underground power house of Langyashan Pumped Storage Hydropower Station is emphatically analyzed, and then the stability of the altered rock structure is evaluated, which provides the relevant data for the design and construction of the project in time.
出处
《水利水电技术》
CSCD
北大核心
2010年第6期68-71,共4页
Water Resources and Hydropower Engineering
关键词
地下厂房
蚀变岩
吊车梁
围岩稳定
监测
琅琊山抽水蓄能电站
underground power house
altered rock
crane beam
stability of surrounding rock
monitoring
Langyashan Pumped Storage Hydropower Station
