| 复合土钉支护的稳定性与变形分析 |
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| 引用本文： | 陈健.复合土钉支护的稳定性与变形分析[J].山西建筑,2007,33(17):97-98. |
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| 作者姓名： | 陈健 |
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| 作者单位： | 南京理工大学,江苏,南京,210094 |
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| 摘 要： | 采用有限元分析的方法,结合工程实例,模拟基坑开挖过程中复合土钉支护结构的受力情况,研究了复合土钉支护结构的变形和稳定性,结果表明,复合土钉支护能够比较好地控制基坑的水平位移,而且稳定性比一般土钉结构要好。
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| 关 键 词： | 土钉支护 变形 稳定性 有限元 |
| 文章编号： | 1009-6825（2007）17-0097-02 |
| 修稿时间： | 2007-01-20 |
Analysis of stability and deformation of composite soil nailing support |
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| CHEN Jian.Analysis of stability and deformation of composite soil nailing support[J].Shanxi Architecture,2007,33(17):97-98. |
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| Authors: | CHEN Jian |
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| Abstract: | Combined with practical engineering, the author simulates the force condition of composite soil nailing structure in the process of foundation pit excavation using finite element analysis method, studies the deformation and stability of composite soil nailing support structure, and shows that composite soil nailing support can better control horizontal displacement of foundation pit and has better stability than that of other common soil nailing structures. |
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| Keywords: | soil nailing support deformation stability finite element |
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