| 偏压连拱隧道施工方法数值分析 |
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| 引用本文： | 屈希峰,王晓建,刘永红.偏压连拱隧道施工方法数值分析[J].山西建筑,2011,37(18):159-160. |
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| 作者姓名： | 屈希峰 王晓建 刘永红 |
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| 作者单位： | 1. 陕西交通技术咨询有限公司,陕西,西安,710068
2. 中国建筑西南勘察设计研究院有限公司,四川,成都,610081 |
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| 摘 要： | 通过有限元软件对偏压连拱隧道施工方法进行数值模拟,结果表明偏压隧道施工方法对结构受力过程影响较为明显,如设计及施工合理,可有效保证围岩稳定.
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| 关 键 词： | 连拱隧道 偏压 施工方法 数值分析 |
Bias multiple-arch tunnel construction methods numerical analysis |
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| Qu Xi-feng
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WANG Xiao-jian
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LIU Yong-hong.Bias multiple-arch tunnel construction methods numerical analysis[J].Shanxi Architecture,2011,37(18):159-160. |
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| Authors: | Qu Xi-feng WANG Xiao-jian LIU Yong-hong |
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| Affiliation: | QU Xi-feng WANG Xiao-jian LIU Yong-hong |
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| Abstract: | Through finite element software to numerical simulate bias multiple-arch tunnel construction methods,the results showed that the force of the process affected by the bias multiple-arch tunnel construction methods was very obvious,such as design and construction reasonable can effectively guarantee the stability of surrounding rock. |
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| Keywords: | multiple-arch tunnel bias construction method numerical analysis |
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