1) partial pluton
部份深成岩
2) partial magma
部份岩漿
3) internal component
内部成份
1.
Firstly, a large number of sample data of ammunition internal component is obtined by ultrasonic detector, by using the data fusion method, the neural network fusion modle is built to fusion and handle the feature of the first wave amplitude, frequency, gain and other characteristics of integration, and eventually the distinction is realized.
为了对废弃弹药进行分类并安全处理,提出了基于数据融合技术的超声波检测弹体内部成份方法。
4) deep soft rock
深部软岩
1.
Study on Repair and control technology for failed ingate in deep soft rock of mine shaft
深部软岩井筒马头门破坏修复治理技术研究
2.
To control deformation of a deep soft rock tunnel,an engineering experiment of unloading blast in high stressed soft rock was carried out at Xieqiao coal mine,Huainan Mining Group Corp,which improves fully the stress state of surrounding rock mass and controls effectively the amount of rock deformation and its stable time.
为控制深部软岩巷道的变形,利用爆破卸压技术,对淮南矿业集团谢桥矿高应力软岩巷道进行了爆破卸压工程试验,充分改变围岩应力状态,使巷道的变形量及稳定时间得到了很好的控制。
3.
In deep soft rock roadway,supporting technologies and methods which have been adopted in shallow engineering are not applicable due to complex engineering geological conditions.
深部软岩工程复杂工程地质条件使原有的浅部工程的支护技术和方法不能满足实际工程需要。
5) deep rock mass
深部岩体
1.
Numerical experiment on effect of circular roadway stability by intermittent joint in deep rock mass;
深部岩体中断续节理对巷道稳定性影响的数值试验
2.
In order to explain zonal phenomenon of loose area and compressed area appearing alternately that we have observed in deep underground mine,zone deformation mechanism of deep rock mass around underground tunnel was discussed.
为了解释在深地下矿井里观察到的疏松区与压缩区交替出现的分区现象,探讨深部巷道围岩分区变形机理,运用滑移破坏岩石强度理论,研究了深部岩体的应力—应变特征,揭示了岩体分区破碎化现象的力学原理,并得出以下几点结论:坑道围岩区域破碎成因受外部条件影响较小;深部岩体的应力—应变状态决定其变形与破坏;高地应力转移所造成的劈裂效应导致岩体破碎分区化;应力场的传递和转移受深部岩体的开挖形状和力学性质等影响,地应力的加大和集中,产生了性质不同的变形破坏区域。
6) deep rock roadway
深部岩巷
1.
This is a new method for controlling distortion of deep rock roadway and it preferably settled distortion problem during roadway constructing and repairing.
在大断面岩巷拱顶采用加密锚杆支护试验,探索了控制深部岩巷变形新方法,并在工程实例中应用,较好地解决了施工巷道及岩巷修护变形的问题。
2.
Technique of secondary bolt/shotcreting support for deep rock roadway,with the East Main Roadway deep to 1 300 m in Suncun Coal Mine as an example,was analyzed.
以孙村煤矿埋深1300 m的东大巷应用为例,系统分析了深部岩巷锚喷二次支护技术。
补充资料：内部
内部
interior
囚都t加挽幻份;皿yT那二ocT‘J 拓扑空间X的子集A的满足下列条件的所有点x的集合:存在X中的开集U:，使x任U:CA.集合A的内部通常记为IntA，且表示含于A内的X中的最大开集.等式IntA=x\「X\A」成立，这里〔X}表示X的闭包.拓扑空间X中集合的内部是正则开(化孚血r open)集或典范集(。口训jCalset).其典范开集构成拓扑基(b朋e)的空间称为半正则的(~一记gu~lar).所有正则空间都是半正则的.内部有时也称为集合的开核(open ken祀1 of the set). B .H，floH咖apeB撰【补注1亦见集合的内部(泊忱由r of a set). 白苏华、胡师度译
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