| 缅甸DAPEIN（I）水电站引水发电隧洞进水口高边坡稳定分析 |
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| 引用本文： | 刘仁德,徐晨.缅甸DAPEIN（I）水电站引水发电隧洞进水口高边坡稳定分析[J].江西水利科技,2009,35(4):237-241. |
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| 作者姓名： | 刘仁德 徐晨 |
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| 作者单位： | 1. 河海大学水利水电工程学院,江苏,南京,210098;江西省水利规划设计院,江西,南昌,330029
2. 江西省水利规划设计院,江西,南昌,330029 |
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| 摘 要： | 采用极限平衡分析法对缅甸DAPEIN(Ⅰ)水电站工程引水隧洞进口高边坡进行稳定分析.稳定分析过程中提出的计算断面的选择、反演参数的选用,以及确保高边坡开挖稳定的一些措施等,可供类似工程借鉴和参考.
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| 关 键 词： | 水电站 进水口 高边坡稳定 极限平衡分析法 反演参数 |
Analysis of high slope stability of the entry of water tunnel of DAPEIN(Ⅰ) Hydropower Station in Burma |
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| LIU Ren-de,XU Chen.Analysis of high slope stability of the entry of water tunnel of DAPEIN(Ⅰ) Hydropower Station in Burma[J].Jiangxi Hydraulic Science & Technology,2009,35(4):237-241. |
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| Authors: | LIU Ren-de XU Chen |
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| Affiliation: | LIU Ren-de1,2,XU Chen2(1.Hydraulic and Hydropower College of Hohai University,Jiangsu Nanjing 210098,China,2.Jiangxi Provincial Hydraulic Planning and Designing Institute,Nangchang 330029,China) |
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| Abstract: | The high slope stability of the entry of water tunnel of DAPEIN(I)Hydropower Station in Burma is analyzed by the limit equilibrium analysis method.The selection of calculation section and conversion parameter,and some measures of assuring the high slope stability in excavating the slope are proposed in the course of stability analysis.It can be referred for other projets. |
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| Keywords: | Hydropower Station Entry High slope stability Limit equilibrum analysis method Conversion parameter |
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