...深埋隧道；软弱围岩；支护体系；监控量测 中图分类号：U 45 文献标识码：A 文章编号：1000–6915(2011)08–1663–08 [gap=1515]Key words：tunnelling engineering；deep tunnels；weak surrounding rock；support system；monitoring and measuring ...
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文章摘要信息 关键词 ： 模糊数学；灰色系统；深部巷道；变形预测 [gap=957]Keywords : fuzzy mathematics；gray system；deep tunnel；deformation’s prediction
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文章详细信息 关键词： 深埋隧洞;卸荷;塑性体积应变增量;分区破坏 [gap=1262]Keywords: deep tunnel;unloading;plastic volumetric strain increment;zonal cracking
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deep tunnel intercepting sewer system 地下深层污水截流系统
Deep Tunnel Sewerage System 深层隧道排污系统
long deep tunnel 深埋长隧洞
long-deep tunnel 深埋长隧
very deep tunnel 深层深度隧道
deep tunnel group 深部洞室群
deep sewage collection tunnel 深浚污水收集隧道
The conclusion of this paper has important significance for the selection of excavation method and support measures of deep tunnel.
研究结论对深埋隧洞开挖方式选择及支护策略制定具有借鉴意义。
Using equivalent material simulating experimental method, with the help of digital speckle correlation technique, the rock burst tendency of deep tunnel surrounding rock is studied.
利用相似材料模拟方法，借助数字散斑观测技术，对深埋隧道围岩岩爆倾向进行试验研究。
In this paper, finite element method (FEM) of axisymmetric linear elastic model has been used to calculate the tilt and strain induced by small annual temperature variations in a deep tunnel.
利用轴对称线弹性模型有限元方法，计算了洞室中温度微小年变化引起的地倾斜和地应变。
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