| 隧道围岩位移的区间分析 |
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| 引用本文： | 全健.隧道围岩位移的区间分析[J].交通科技与经济,2013(6):90-92. |
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| 作者姓名： | 全健 |
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| 作者单位： | 四川新宜建设投资有限公司,四川宜宾644000 |
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| 摘 要： | 不同级别的岩体具有不同的物理力学指标，根据物理力学参数的区间特性，引入区间分析方法，把各个参数当作区间变量，据此分析计算出隧道嗣岩位移大小的区间，为今后工程设计、施工中的同岩变形预留量提供一个定赶的参考范围。
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| 关 键 词： | 围岩 位移 区间分析 |
Interval analysis of tunnel surrounding rock displacement |
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| QUAN Jian.Interval analysis of tunnel surrounding rock displacement[J].Technology & Economy in Areas of Communications,2013(6):90-92. |
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| Authors: | QUAN Jian |
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| Institution: | QUAN Jian (Sichuan Xinyi Construction Investment Co. ,Ltd, Yibin 644000,China) |
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| Abstract: | Due to different levels of rock with different physical mechanics index, the interval analysis method is introduced, with each parameter as a variable based on which it is to calculate the interval values of the tunnel surrounding rock displacement range. This will be referred to as a quantitative range by the future engineering design and construction. |
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| Keywords: | rock displacement interval analysis |
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