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黄金坪水电站进水口边坡变形机制分析
引用本文:柯善军,凡亚,张俊洁.黄金坪水电站进水口边坡变形机制分析[J].中国农村水电及电气化,2012(5):54-57.
作者姓名:柯善军  凡亚  张俊洁
作者单位:[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
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。

关 键 词:水电站  进水口边坡  裂缝  变形机制

Analysis on Water Inlet Slope Deformation Mechanism of Huangiinping Hydropower Station
KE Shan-jun,FAN Ya,ZHANG Jun-jie.Analysis on Water Inlet Slope Deformation Mechanism of Huangiinping Hydropower Station[J].Rural Hydropower & Electrification in China,2012(5):54-57.
Authors:KE Shan-jun  FAN Ya  ZHANG Jun-jie
Affiliation:2 ( 1. Chengdu Hydroelectric Investigation & Design Institute ofSPC, Chengdu 610072, China; 2.China Institute of Water Resources and Hydropower Research, Beijing 100038, China)
Abstract: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
Keywords:hydropower station  water inlet slope  crack  deformation mechanism
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