摘要
东津水电站溢洪道,开挖期间形成了高90m的高边坡。由于在不利组合结构面切割临空条件下,于1993年12月23日发生了大规模滑坡。对滑坡区的地质条件、滑坡机制、滑坡处理进行了分析研究。
A high side slope with a height of 90m was formed during excavating the spillway of the Dongjin hydropower station. owing to a large-scale slide occurred in December 23, 1993 under unfavourable conditionof combination construction planes' suspended dissection, research has been carried out into the geololgic condition, slide mechanism and the treatment of slide in the slide area.
出处
《水力发电》
北大核心
1994年第8期33-35,共3页
Water Power
关键词
溢洪道
高边坡
滑坡
工程地质
high side slope, slide mechanism, the treatment of slide