摘要
天荒坪抽水蓄能电站位于浙江省安吉县。枢纽项目 5 0 0 KV开关站场地系从陡峭山坡中开挖而成。1996年 3月10日 ,开挖中的开关站边坡发生岩体滑动 ,影响整体工程。结合滑坡的分析和治理工作 ,对其产生条件、影响因素及发生发展机理作了较深探讨。
Tianhuangping pumped storage power station is located in Anji County, Zhejiang Province. The field of 500 KV switch yard is a pivotal project of the power station and formed by excavating mountain slope. The rock slope slid above the switch yard field during construction period on March 10, 1996. According to the research and treatment on this slope sliding, the forming conditions, influence factors and working mechanism of slope sliding are studied.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2001年第1期25-28,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
滑动机理
影响因素
天荒坪抽水蓄能电站
switch yard slope, sliding mechanism, influent factors, Tianhuangping pumped storage power station
