1) ISATAP Tunneling
ISATAP隧道
1.
Analyzing of IPv6 Transition Technique on ISATAP Tunneling;
基于ISATAP隧道的IPv6过渡技术分析
2) tunnel
[英]['tʌnl] [美]['tʌnḷ]
隧道隧洞
1.
On advance geological forecast of tunnels on karst or varied geological conditions;
概论岩溶或地质复杂隧道隧洞地质灾害超前预报技术
3) Tunnel
[英]['tʌnl] [美]['tʌnḷ]
隧道
1.
Research on Diffusion Model of PM_(10) Concentration for Highway Tunnel;
公路隧道可吸入颗粒物扩散模型研究
2.
Synthesis and crystal structure of a novel two-dimensional molybdenum phosphate with tunnels;
一种新颖的含有隧道结构的二维钠钼磷多酸盐的合成和晶体结构
3.
The numerical simulation of hazardous materials leakage and dispersion process in a tunnel;
隧道内危险性介质泄漏扩散的数值模拟
4) channel
[英]['tʃænl] [美]['tʃænḷ]
隧道
1.
Effects of creating channel and stripe by solidified fiber for fabricating porous bioceramics;
固化纤维在多孔生物陶瓷内的隧道条纹效应
2.
The comprehensive geological prospecting of the Chalinding channel project;
茶林顶隧道工程地质综合勘察
3.
Simulating influence of soft rock on channel structure by using finite element method;
用有限元模拟软岩蠕变对隧道结构的影响
5) tunnels
[英]['tʌnəl] [美]['tʌnḷ]
隧道
1.
Modelling fire size and spread in tunnels;
隧道内火灾大小和火灾蔓延模拟研究(英文)
2.
Survey and control in estuaries and tunnels construction;
河口隧道施工测量与控制
3.
Study on land subsidence of neighborhood tunnels excavation;
超小间距隧道施工中的地表沉降研究
6) tunnelling
['tʌnəliŋ]
隧道
1.
In this paper,the constructing、technology and safety measures for class Ⅱ/Ⅲ soft and crushed rockmass are described in Inzuiyan tunnelling,which is valuable referece to the similar excavating works.
主要介绍了鹰嘴岩隧道进口洞身在Ⅱ、Ⅲ类软弱破碎岩体段开挖的施工技术,以及监控量测、安全措施等,取得了显著成效,保证了施工进度与安全,在类似工程中具有参考价值。
2.
Advances in tunnelling and underground engineering in China are briefly described, and the construction methods and auxiliary processes employed in tunnelling and underground engineering are introduced with some key problems to which attention should be paid during construction.
简述了我国隧道及地下工程的发展，介绍了当前隧道及地下工程的施工方法、辅助工法，并提出了施工中应注意的有关重要问
3.
In the wake of incessant reduction of explorable land plot within urban area underground, shield tunnelling is facing more and more challenges that may emerge,one of which could be such,under the condition of hyper shallow oveburden measured less than 2 times of shield diameter,as how can shield tunnelling tackle with.
随着城市地下空间可开发范围不断缩小,盾构法隧道施工技术正面临越来越多的挑战,在超浅覆土条件下进行盾构推进施工就是其中之一。
补充资料：`S_1-I-S_2`隧道结（$S_1-I-S_2$tunneljunction）
`S_1-I-S_2`隧道结（$S_1-I-S_2$tunneljunction）
是指两种不同超导体S1和S2间夹有绝缘介质层I的隧道结，其I-V特性曲线如图。
由于S1和S2不同，Δ1(T)和Δ2(T)也不等。图中Vmax=|Δ2-Δ1|/e，Vmax=(Δ1 Δ2)/e，在这两者之间是负阻区，而V≥Vmax时，隧道电流迅速上升并接近N-I-N的情景。由负电阻特性和电流的极大和极小可测定Δ1和Δ2。但在T=0K时，因没有热激发准粒子，所以只有当V≥(Δ1 Δ1)/e时才发生准粒子隧道效应。对S-I-S隧道结，Δ1=Δ2，其单电子隧道效应的I-V特性曲线类同于S-I-N的I-V曲线形状。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条