黄金坪水电站进水口边坡变形机制分析  

Analysis on Water Inlet Slope Deformation Mechanism of Huangjinping Hydropower Station

作　　者：柯善军[1] 凡亚[1] 张俊洁[2] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院,成都610072 [2]中国水利水电科学研究院,北京100038

出　　处：《中国水能及电气化》2012年第5期54-57,共4页China Water Power & Electrification

摘　　要：研究了黄金坪水电站泄洪洞进水口边坡的变形破坏特征。根据开挖揭露的地质条件、变形监测数据以及前期支护设计参数,分析了边坡的变形机制。分析成果为边坡治理提供了设计依据,可供类似工程参考。The paper studied deformation damage characteristics of Huangjinping hydropower station spillway water inlet tunnel slope. Deformation mechanism of the slope was analyzed according to the geological conditions, deformation monitoring data and former supporting design parameters revealed during the excavation. Analysis results provide design basis for the slope government and can be provided for similar project as reference

关 键 词：水电站 进水口边坡 裂缝 变形机制 

分 类 号：TV223[水利工程—水工结构工程]