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1)  deep-buried tunnel
深埋隧洞
1.
Stability analysis of 1000m-deep-buried tunnel under high geostress entironment and its engineering application;
千米深埋隧洞高地应力稳定分析及其工程应用
2.
By means of numerical simulation using Fast Lagrangian explicit finite difference method,the deep-buried tunnel has been analyzed by the step-excavation and supported with the different patterns.
利用三维拉格朗日有限差分法对某深埋隧洞工程进行分步开挖支护数值模拟,对比分析了隧洞在无支护、锚杆支护、衬砌支护及复合支护下围岩的应力、位移和塑性区分布,对地下隧洞工程设计与施工提供了参考依据。
3.
The high geostress has important influence on deep-buried tunnels during the phases of design and construction.
深埋隧洞勘察设计和施工过程中,高地应力的存在,是影响洞室稳定的重要因素。
2)  deep-lying tunnel
深埋隧洞
1.
Study on the external water pressure of deep-lying tunnel in Jinping hydropower station;
锦屏二级水电站深埋隧洞外水压力研究
2.
The seepage field of a certain section of deep-lying tunnel in Jinping cascade 2 hydropower station has been stimulated by means of the finite element method of rain infiltration.
用降雨入渗渗流有限单元法对锦屏二级水电站深埋隧洞最大埋深断面渗流场的水头分布进行了数值模拟。
3)  deep tunnel
深埋隧洞
1.
The deep tunnel rock blasting and crustal stress research of west route project of water transfer from south to north;
南水北调西线工程深埋隧洞岩爆与地应力研究
2.
According to the special mechanical behaviors of rock in deep tunnelt,he strain-softening model is more suitable for numerical analysis.
针对深埋隧洞围岩特殊的力学特性表现,采用应变软化模型进行数值分析更为合适。
4)  deep-buried tunnels
深埋隧洞
1.
Rockburst is one of the most important problem during the excavation of deep-buried tunnels.
岩爆是深埋隧洞开挖中主要工程问题之一,如何对其进行准确预测也是岩石工程的重点研究课题。
5)  burial depth of tunnel
隧洞埋深
6)  deeply buried tunnel
深长埋隧洞
补充资料:热深厥深
热深厥深 热深厥深   病证名。指热厥证的征象。指邪热越深入,四肢厥冷的症状越严重,皆因阳气被遏,邪气内闭所致。属真热假寒证。
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