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1)  shaft depth
井道深度
2)  deep mine roadway
深井巷道
1.
With the non-line finite element method, the numberical value calculation on the stress and deformation of surrounding rock of deep mine roadways has been presented.
采用非线性有限元法,对深井巷道围岩应力及变形状态进行了数值计算。
3)  Deep roadway
深井巷道
1.
Nowadays support technology in deep roadway is an important topic and this paper analyses stable factors and example of deepoadway and achieves some effects.
深井巷道支护是当前重要的研究课题,本文就深井巷道稳定的因素、实例进行分析,并取得了一定的效果。
4)  roadway in deep mine
深井巷道
1.
For researching supporting technology problems of deep roadway,Continuity mechanics was applied to analyzing stability of roadway in deep mine by comprehensively analyzing status quo of supporting deep roadway and elastic and plastic displacement of surrounding rock of roadway were calculated.
为了研究矿井深部巷道支护技术问题,综合分析了深井巷道支护现状,采用连续介质力学的方法对深部巷道稳定性进行了分析,计算出巷道围岩弹性位移和塑性位移,结合具体工程实际,采取联合支护措施,实现了深部回采巷道的安全、高效运行,为深井巷道支护提供有益参考。
5)  logging depth
测井深度
1.
Discussion on error between drilling tool depth and logging depth;
钻具深度与测井深度误差异常值探讨
6)  well testing depth
试井深度
补充资料:金兹堡-朗道(GL)穿透深度(GLpenetrationdepth)
金兹堡-朗道(GL)穿透深度(GLpenetrationdepth)

在弱磁场下,GL电流方程类似于伦敦第二方程,GL穿透深度可表示为:

`\lambda(T)=(\frac{m^\**}{\mu_0e^{\**^2}|\psi(T)|^2})^{1/2}`

此时若近似于零磁场下的序参量ψ=ψ0,则有|ψ0|2=-α/β。当T→Tc时,

$\lambda(T)=\lambda(0)(1-T//T_c)^{-1/2}

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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