| 层状岩质边坡稳定性有限元塑性极限分析上限法研究 |
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| 引用本文： | 陈康. 层状岩质边坡稳定性有限元塑性极限分析上限法研究[J]. 中南公路工程, 2014, 0(4): 295-298 |
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| 作者姓名： | 陈康 |
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| 作者单位： | 湖南省交通科学研究院,湖南长沙410015 |
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| 摘 要： | 本文基于有限元上限法，研究了不同层理面参数、岩体容重和边坡坡高对边坡稳定性的影响，研究结果表明：随着层理面强度的增加，边坡稳定性越高；岩体容重和边坡坡高的增加，边坡越不稳定。本文研究成果可为类似工程起借鉴作用。
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| 关 键 词： | 层状边坡 稳定性 有限元 上限法 |
Upper Bound Method of Plastic Limit Analysis Using Finite Elements for Layered Rock Slope Stability |
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| CHEN Kang. Upper Bound Method of Plastic Limit Analysis Using Finite Elements for Layered Rock Slope Stability[J]. Central South Highway Engineering, 2014, 0(4): 295-298 |
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| Authors: | CHEN Kang |
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| Affiliation: | CHEN Kang (Hunan Communications Research Institute, Changsha, Hunan 410015, China) |
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| Abstract: | It researched on the different layer plane parameters,bulk density of rock and the slope height for slope stability based on the finite element of upper bound method,the results showed ： With the increase of bedding surface strength, the slope stability higher;The increase of rock of bulk density and the slope height, the slope more unstable. The results of this article can be a reference for similar projects. |
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| Keywords: | layered slope stability the finite element upper limit method |
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