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| 里底水电站坝址右岸倾倒变形岩体成因机制和变形程度 | |
| 引用本文： | 李树武,杨健,杨永明,刘昌.里底水电站坝址右岸倾倒变形岩体成因机制和变形程度[J].水力发电,2011,37(8):21-23,48. |
| 作者姓名： | 李树武 杨健 杨永明 刘昌 |
| 作者单位： | 1. 成都理工大学环境与土木工程学院,四川成都610059;中国水电顾问集团西北勘测设计研究院,陕西西安710065 2. 中国水电工程顾问集团公司,北京,100120 3. 中国水电顾问集团西北勘测设计研究院,陕西西安,710065 |
| 摘 要： | 以里底水电站坝址右岸岩体结构特征为基础,分析了岩体倾倒变形的成因机制.通过对右岸勘探平硐揭露岩层产状的详细量测,结合硐壁物探测试成果,建立了倾倒强烈程度的分级体系,对右岸倾倒岩体进行了划分,为边坡稳定性评价确定了控制边界. |
| 关 键 词： | 倾倒变形岩体 成因机制 变形程度 分级指标 里底水电站 |
Study on Geological Origin Mechanism and Deformation Rating of the Right Bank Toppling Slope in Lidi Hydropower Station |
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| Li Shuwu,Yang Jian,Yang Yongming,Liu Chang.Study on Geological Origin Mechanism and Deformation Rating of the Right Bank Toppling Slope in Lidi Hydropower Station[J].Water Power,2011,37(8):21-23,48. | |
| Authors: | Li Shuwu Yang Jian Yang Yongming Liu Chang |
| Affiliation: | Li Shuwu1,3,Yang Jian2,Yang Yongming3,Liu Chang3(1.College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,Sichuan,China,2.HydroChina Corporation,Beijing 100120,3.HydroChina Xibei Engineering Corporation,Xi'an 710065,Shaanxi,China) |
| Abstract: | Based on rock mass structure and geological conditions,the geological origin mechanism of the right bank toppling slope in Lidi Hydropower Station is analyzed.The rating system for toppling slope deformation is developed through detailed field measurement and geophysical exploration,and thus the right bank toppling slope is divided into different parts according to this rating system which can be as the control boundary for next slope stability analysis. |
| Keywords: | toppling deformation rock origin mechanism deformation rating rating index Lidi Hydropower Station |
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