| 用有限元软件分析水麻高速公路边坡稳定性 |
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| 引用本文： | 姜振福.用有限元软件分析水麻高速公路边坡稳定性[J].路基工程,2010,0(1):141-143. |
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| 作者姓名： | 姜振福 |
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| 作者单位： | 中铁十九局集团第三工程有限公司, 辽宁辽阳 111000 |
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| 摘 要： | 利用大型有限元软件对水富-麻柳湾高速公路边坡工程进行稳定性分析,计算出边坡内部各点的应力、位移和塑性区,运用强度折减法计算出边坡稳定安全系数,并结合实例通过与传统的极限平衡法作比较,表明了方法的可行性。
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| 关 键 词： | 边坡 有限元 稳定性分析 极限平衡法 |
| 收稿时间： | 2019-11-10 |
Analysis on Slope Stability of Shuifu-Maliuwan Expressway with Finite Element Software |
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| Authors: | JIANG Zhen-fu |
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| Affiliation: | The Third Engineering Co./a>;ltd of China Railway No.19 Bureau Group/a>;Liaoyang 111000/a>;Liaoning/a>;China |
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| Abstract: | This paper carries out analysis on the stability of side slope engineering of Shuifu-Maliuwan Expressway with finite element software.It calculates the stress,displacement and plastic area of each point inside side slope as well as the safety factor of slope stability with strength reduction method.Combined with examples and through comparison with traditional ultimate equilibrium methods,it indicates that this method is feasible. |
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| Keywords: | side slope finite element stability analysis ultimate equilibrium method |
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