| 小浪底工程边坡稳定性有限元流变分析 |
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| 引用本文： | 邱祥波,廖忠刚.小浪底工程边坡稳定性有限元流变分析[J].岩土力学,1998,19(3):27-32. |
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| 作者姓名： | 邱祥波 廖忠刚 |
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| 作者单位： | 中国科学院武汉岩土力学研究所!430071(邱祥波)，黄河水利委员会勘测规划设计研究院!郑州，450003(廖忠刚，刘宗仁，齐震明) |
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| 摘 要： | 采用西原流变模型，给出了初应变法的有限元解析式，编写了平面有限元程序，并对黄河小浪底水利工程出口边坡进行了稳定性分析。
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| 关 键 词： | 流变 初应变法 稳定性 |
FEM Rheologic Analysis on Slope Stability in Xiaolangdi Project |
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| Qiu Xiangbo$$$$.FEM Rheologic Analysis on Slope Stability in Xiaolangdi Project[J].Rock and Soil Mechanics,1998,19(3):27-32. |
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| Authors: | Qiu Xiangbo$$$$ |
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| Abstract: | There are many slimy intercalated beds in the slope in the Xiaolangdi Project, which manifest obvious rheologic behaviours. In this paper, elasto-viscoelasto-viscoplastic model is adopted and FEM formula of initial strain method is presented to analyze the stability of the slope in the Xiaolangdi project. |
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| Keywords: | rheology initial strain method stability |
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