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
出处
《中国水能及电气化》
2012年第5期54-57,共4页
China Water Power & Electrification
关键词
水电站
进水口边坡
裂缝
变形机制
hydropower station
water inlet slope
crack
deformation mechanism
