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1)  zero depth at entrance
零埋深进洞
1.
Based on the right line project of Yangjiawan Tunnel of Zhashui-Xiaohe Express Highway,in view of the characteristics of the heavily weathered surrounding rock at the entrance,such as jointing,crack,broken mass and low stability,this paper brings forward the concept "zero depth at entrance",or "zero excavation".
依托柞水至小河高速公路杨家湾隧道右线工程,针对隧道入口处围岩为强风化板岩,节理、裂隙发育、岩体破碎、围岩稳定性差等特点,提出"零埋深进洞",即"零开挖"的设计、施工理念。
2)  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.
在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。
3)  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。
4)  deep-seated culvert
深埋涵洞
1.
This paper introduces the constrution technologies and problems of mountain deep-seated culverts.
介绍了我国公路部门山区深埋涵洞的修筑技术现状与存在的问题 ,在西部公路建设中 ,深埋涵洞成为一种不可避免的结构形式 ,解决深埋涵洞修筑技术问题 ,对于提高我国公路建设水平 ,很有必要。
5)  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。
6)  deep cavern
深埋洞室
补充资料:洞庭送李十二赴零陵
【诗文】:
今日相逢落叶前,洞庭秋水远连天。
共说金华旧游处,回看北斗欲潸然。



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【出处】:
全唐诗:卷235_34
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