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1)  great shallow-buried
超浅埋深
2)  deep tunnel and shallow tunnel
深埋和浅埋
3)  shallow mining depth
浅埋深
1.
Discussion on rational size of district sublevel coal pillars in coal mining face with shallow mining depth;
浅埋深工作面区段煤柱合理留设的探讨
2.
According to the mining features of the shallow mining depth,longwall and hard over strata in the P1 first coal mining face of Balamb Mine,India,with the analysis on the mine strata pressure features and the analysis on the UDEC numerical simulation calculation,a mine strata pressure control technology with a surface ground blasting method was provided for the P1 coal mining face.
针对印度巴兰布煤矿P1首采工作面浅埋深、长壁和坚硬上覆岩层的开采特点,通过采场矿压特征分析和UDEC数值模拟计算,针对P1工作面提出了地面爆破方法的矿压控制技术。
3.
6-2 seam under the shallow mining depth conditions and discussed the suitability of the fully mechanized top coal caving mining and fully mechanized high cutting mining under the above conditions.
为了对纳林庙二号井原房柱式开采方法进行技术改造,分析了该矿6-2煤层浅埋深条件下需采用的合理采煤方法,探讨了综采放顶开采及大采高综采在此条件下的适应性,确定了大采高综采在技术上的合理性,进一步采用FLAC3D数值模拟软件分析了该浅埋深条件下大采高综采的矿压规律,并提出了相应的顶板控制技术措施,同时提出了适合该工作面的国产大采高设备配套方案。
4)  extremely shallow depth
超浅埋
1.
Design and Construction of Cut in extremely shallow depth Tunnel
浅析超浅埋暗挖隧道之设计与施工
5)  extra-deep cover
超深埋
1.
9 Line of Shanghai Metro as an example,the author presents the technological problems including extra-deep cover,confined water,freezing method,curve with small radius,shield parallel moving along curve path in ventilation shaft and shield tunnelling near buildings.
以上海地铁9号线二期2标段源深路中间风井盾构进出洞为例,介绍土压平衡盾构机在遇到超深埋、承压水层、冰冻法、小曲线半径、盾构沿曲线轨迹在风井内平移以及盾构近接重要建(构)筑物等技术难题时,通过方案优化,制定切实可行的对策:强化洞门止水、采用切线进洞和补偿法出洞、提前对近接建筑物加固等措施,安全顺利地完成盾构进出洞施工。
6)  dividing line of deep and shallow submersion
深浅埋分界
1.
Research conclusions:Based on the research on the ground cracks and surrounding rock pressure during the excavation of loess tunnel,the dividing line of deep and shallow submersion,computing method of surrounding rock pressure and designing principle of secondary lining of large sectional loess tunnel on Zhengzhou-Xi\'an Passenger Dedicated Line are presented.
研究目的:针对郑州至西安客运专线黄土隧道设计中存在的问题,开展大断面黄土隧道深浅埋分界、深浅埋围岩压力计算研究,提出大断面黄土隧道深浅埋分界高度;确定深浅埋黄土隧道围岩压力计算方法;明确深浅埋黄土隧道二次衬砌厚度的设计原则,指导郑州至西安客运专线黄土隧道的设计与施工,并为类似大断面黄土隧道工程的设计提供技术支持。
补充资料:辨疮肿浅深法

辨疮肿浅深法

辨疮肿浅深法   疮疡诊法之一。系根据疮疡局部及全身症状来判断疮肿浅深之方法。见《外科精义》卷上。古人认为疮高而软者发于血脉,肿下而坚者发于筋骨,肉皮色不相辨者,发于骨髓。如初生疮之时,便见有壮热恶寒,拘急头痛,精神不宁,烦躁饮冷等全身症状者,其患疮疽必深。若人虽患疮疽,然起居平和,饮食如常,其疮肿必浅。

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