摘要
白龙江麒麟寺水电站坝前左岸发育有大规模的倾倒体,其稳定性直接关系到坝体以及电站的正常运行。应用UDEC数值模拟研究方法及不平衡传递系数法,结合区内地层岩性的组成、结构、物理力学特性、水文地质条件等方面的勘探试验资料,对倾倒体的稳定性进行分析研究,为工程设计及施工方法的制定提供依据。
IA large tilting body is developed ahead of the Qilinsi dam on the Bailongjiang River, and its stability directly involves the normal operation of the darn and hydropower station. Analysis and study is made on the stability of the tilting body by application of UDEC numerical simulation method and unbalanced transfer coefficient method, and in combination of the investigation and test data of rock composition, structure, physical and mechanical characteristics and hydrological conditions etc., providing the basis for engineering design and construction method.
出处
《西北水电》
2008年第4期8-14,共7页
Northwest Hydropower
