| 丹水撇洪渠右岸边坡的稳定性分析 |
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| 引用本文： | 梅强,TIAN Bin.丹水撇洪渠右岸边坡的稳定性分析[J].水利科技与经济,2008,14(9):696-699. |
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| 作者姓名： | 梅强 TIAN Bin |
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| 作者单位： | 三峡大学,土木水电学院,湖北,宜昌,443002 |
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| 摘 要： | 长阳县丹水撇洪渠右岸边坡沿途有多处变形严重的现象，研究其稳定性对确保渠道安全有重要意义。综合应用刚体极限平衡法和有限单元法分析和评价了该边坡的稳定性。计算分析表明，局部边坡段在各种工况下整体稳定性均不能满足规范要求，并提出了有关治理措施和建议，本方法对类似工程也有一定的参考价值。
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| 关 键 词： | 岩质边坡 极限平衡法 有限单元法 稳定性分析 |
Stability Analysis of Right Slope of Danshuipie Channel |
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| MEI Qiang,TIAN Bin.Stability Analysis of Right Slope of Danshuipie Channel[J].Water Conservancy Science and Technology and Economy,2008,14(9):696-699. |
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| Authors: | MEI Qiang TIAN Bin |
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| Affiliation: | (Institute of Civil and Hydraulic Engineering, Three Gorges University, Yichang 433002, Hubei, China) |
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| Abstract: | There are many deformation phenomena at the right slope of Danshuipie canal in Changyang County. So it is very important to evaluate the stability of slope. By limited equilibrium and finite element method, two related safety factors have been obtained, which show that the slope is unstable and some treatment suggestions are provided. Some method offers a reference for evaluation of similar engineering in the future. |
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| Keywords: | rock slope the limited equilibrium method the finite element method analysis of stability |
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