| 深挖方渠道边坡稳定分析 |
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| 引用本文： | 于奇. 深挖方渠道边坡稳定分析[J]. 河北水利水电技术, 2014, 0(4): 94-96 |
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| 作者姓名： | 于奇 |
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| 作者单位： | 河北省水利水电勘测设计研究院,天津300250 |
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| 摘 要： | 以南水北调中线京石段工程渠道边坡为典型案例,通过对边坡破坏机理的分析,确定了其破坏原因和破坏类型,并有针对性地提出了边坡处理方案,为其他段工程边坡的治理提供了实践依据。
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| 关 键 词： | 边坡稳定性 破坏模式 有限元 边坡系数 |
The Stability Analyses of The Slope Sides of The Channel With Deep Excavation |
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| YU Qi. The Stability Analyses of The Slope Sides of The Channel With Deep Excavation[J]. Hebei Water Resources and Hydropower Engineering, 2014, 0(4): 94-96 |
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| Authors: | YU Qi |
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| Affiliation: | YU Qi ( Hebei Research Institute of Investigation ＆ Design of Water Conservancy ＆ Hydropower ,Tianjin 300250,China) |
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| Abstract: | Taking Beijing to Shijiazhuang section of mid-route in North Water Diversion as a typical sample ,to confirm the type of slope failure and the reason of the slope destruction after analyzing the slope failure theory, and a targeted slope treatment scheme is proposed in order to provide a standard for further demand. |
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| Keywords: | slope stability destruction mode finite element slope coefficient |
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