| 预应力锚索加固边坡的有限元分析 |
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| 引用本文： | 雷应保,蔡红超.预应力锚索加固边坡的有限元分析[J].山西建筑,2009,35(7):124-125. |
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| 作者姓名： | 雷应保 蔡红超 |
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| 作者单位： | 1. 广东省电力第一工程局,广东,广州,510735
2. 华南理工大学土木与交通学院,广东,广州,510640 |
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| 摘 要： | 结合具体工程实例，对类土质边坡进行了稳定性分析，并根据类土质边坡的特性采用预应力锚索框架进行治理，通过对比分析支护前后边坡的稳定计算结果，进一步验证了用预应力锚索框架梁治理类土质边坡的科学性及合理性。
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| 关 键 词： | 预应力锚索 边坡 有限元 稳定性 |
Finite element analysis on prestressed anchor reinforcement slope |
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| LEI Ying-bao,CAI Hong-chao.Finite element analysis on prestressed anchor reinforcement slope[J].Shanxi Architecture,2009,35(7):124-125. |
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| Authors: | LEI Ying-bao CAI Hong-chao |
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| Affiliation: | LEI Ying-bao, CAI Hong-chao |
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| Abstract: | Combing with concrete project examples,the author gets stability analysis on similar soil slope,and according to the characteristics of the similar soil slope adopts prestressed anchor frame governing.According to the comparative analysis on the stability calculate results of the pre and post support slope,further verifies the scientific and rationality of using the prestressed anchor frame beam to control the similar soil slope. |
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| Keywords: | prestressed anchor slope finite element stability |
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