| 柘林水电站扩建工程厂房后坡安全监测与预测分析 |
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| 引用本文： | 张奇华,严忠祥. 柘林水电站扩建工程厂房后坡安全监测与预测分析[J]. 岩土力学, 2002, 23(4): 516-519 |
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| 作者姓名： | 张奇华 严忠祥 |
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| 作者单位： | 1. 长江科学院岩基研究所,湖北武汉,430010
2. 江西柘林水电站,江西九江,300313 |
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| 摘 要： | 讨论了柘林水电站安全监测网布置的合理性和特点，分析了安全监测成果；并采用能反映边坡变形行为特点的模型，对重要监测点的监测数据进行了变形预测。综合分析认为边坡现处于缓慢的变形阶段，且变形趋于稳定。
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| 关 键 词： | 柘林水电站 安全监测 变形 岩质边坡 古滑波体 高边坡 |
| 文章编号： | 1000-7598-(2002)04-0516-04 |
| 修稿时间： | 2001-08-03 |
Safety monitoring and prediction of back-slope of power house in Zhelin hydropower station |
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| ZHANG Qi-hua ,YAN Zhong -xiang. Safety monitoring and prediction of back-slope of power house in Zhelin hydropower station[J]. Rock and Soil Mechanics, 2002, 23(4): 516-519 |
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| Authors: | ZHANG Qi-hua YAN Zhong -xiang |
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| Affiliation: | ZHANG Qi-hua 1,YAN Zhong -xiang 2 |
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| Abstract: | Reasonability and characteristics of safety monitoring system for Zhelin Hydropower Station were discussed.Results of safety monitoring were analyzed,and deformation evolution of important monitoring spots was predicted by adopting suitable deformation feature prediction model.Synthetically,it is deduced by analyzing monitoring and prediction results that the slope is in a condition of slow deformation,deformation trends to be stable. |
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| Keywords: | Zhelin Hydropower Station safety monitoring deformation prediction |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
