| 五强溪水电站左岸边坡位移监测与变形特征 |
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| 引用本文： | 罗华阳,王敬,谢新宇,唐纯华,岳远明.五强溪水电站左岸边坡位移监测与变形特征[J].水电自动化与大坝监测,2000,24(3):22-24,32. |
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| 作者姓名： | 罗华阳 王敬 谢新宇 唐纯华 岳远明 |
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| 作者单位： | 国家电力公司中南勘测设计研究院,长沙,410014 |
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| 摘 要： | 通过地质分析与模型试验以及施工开挖期、运行期左岸船闸边坡安全监测及资料分析，总结了五强溪左岸船闸边坡蠕变岩体的变形破坏特征与机制。
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| 关 键 词： | 水电站 边坡 位移监测 模型试验 破坏机制 |
DISPLACEMENT MONITORING AND DEFORMATION CHARACTERISTICS OF SHIP LOCK SLOPE AT LEFT BANK OF WUQIANGXI HYDROPOWER STATION |
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| Luo Huayang,Wangjing,Xie Xinyu,Tang Chunhua,Yue Yuanming.DISPLACEMENT MONITORING AND DEFORMATION CHARACTERISTICS OF SHIP LOCK SLOPE AT LEFT BANK OF WUQIANGXI HYDROPOWER STATION[J].HYDROPOWER AUTOMATION AND DAM MONITORING,2000,24(3):22-24,32. |
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| Authors: | Luo Huayang Wangjing Xie Xinyu Tang Chunhua Yue Yuanming |
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| Affiliation: | Mid-South Design &. Research Institute for Hydroelectric Projects. State Power Corporation of China. Changsha 410014 |
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| Abstract: | In this paper. a deformation model and safety monitoring of the shiplock slope of the Wuqiangxi hydropower station are briefly introduced. On the basis of geological investigation. geomechanical model tests' and long-term monitoring information analysis. the slope rock creeping deformation characteristics and failure mechanism are summarized. |
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| Keywords: | hydropower station slope deformation monitoring model test failure mechanism |
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