| 高填方渠段边坡有限元强度折减分析 |
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| 引用本文： | 付新航,杜潇,李林昊. 高填方渠段边坡有限元强度折减分析[J]. 山西建筑, 2014, 0(2): 73-74 |
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| 作者姓名： | 付新航 杜潇 李林昊 |
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| 作者单位： | [1]华北水利水电大学,河南郑州450011 [2]南水北调中线干线工程建设管理局河北直管项目建设管理部,河北石家庄050000 |
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| 摘 要： | 以ABAQUS大型有限元软件为平台,建立了高填方渠段某一断面的二维有限元数值模型,对高填方渠道边坡的稳定性进行了分析研究,并利用有限元强度折减法的失稳判定依据确定了合理可行的边坡稳定安全系数。
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| 关 键 词： | 高填方渠道 边坡 强度折减法 安全系数 |
Strength reduction finite element analysis of the high fill canal section slope |
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| FU Xin-hang,DU Xiao,LI Lin-hao. Strength reduction finite element analysis of the high fill canal section slope[J]. Shanxi Architecture, 2014, 0(2): 73-74 |
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| Authors: | FU Xin-hang DU Xiao LI Lin-hao |
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| Affiliation: | 1. North China University of Water Resources attd Electric Power, Zhengzhou 4500110 China; 2. Construction and Administration Bureau of South to North Water Diversion Middle Route Project, Construction Management Department of Hebei Straight Pipe Project, Shijiazhuang 050000, China) |
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| Abstract: | Based on the large finite element analysis software ABAQUS, a finite element model of two-dimensional for the high fill canal reach one section is established. Analysis the high fill canal reach stability. Using the instability decision basis of the strength reduction FEM deter- mined safety factor of slope. |
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| Keywords: | high fill canal slope strength reduction FEM safety factor |
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