| 软岩深埋隧洞流变数值模拟 |
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| 引用本文： | 李林,任光明,熊靖辉.软岩深埋隧洞流变数值模拟[J].山西建筑,2008,34(33). |
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| 作者姓名： | 李林 任光明 熊靖辉 |
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| 作者单位： | 1. 成都理工大学,四川,成都,610059
2. 成都理工大学环境与土木工程学院,四川,成都,610059 |
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| 摘 要： | 指出时效性(蠕变)是软弱围岩一个重要的特性,常常决定着工程结构的稳定性,采用大型数值分析软件FLAC3D对软岩深埋隧洞进行流变数值分析,并对其模拟结果进行了研究分析,以期对隧道工程的设计、施工具有一定的参考价值.
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| 关 键 词： | 软岩隧洞 蠕变 流变数值分析 |
Rheological simulation of deeply buried soft-rock tunnel |
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| LI Lin,REN Guang-ming,XIONG Jing-hui.Rheological simulation of deeply buried soft-rock tunnel[J].Shanxi Architecture,2008,34(33). |
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| Authors: | LI Lin REN Guang-ming XIONG Jing-hui |
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| Affiliation: | LI Lin REN Guang-ming XIONG Jing-hui |
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| Abstract: | It points out that time validity(creep)is an important feature of soft surrounding rock,which often decides the stability of project structure.It makes a rheological analysis of deeply buried soft-rock tunnel by using FLAC3D and makes a research on the simulation result,so as to be a reference for tunnel project design and construction. |
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| Keywords: | FJAC3D |
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