1) critical burying depth
临界埋深
1.
The paper discusses a blasting funnel experiment on blasting holes with a diameter of 40 mm,and a theoretical analysis on the experiment data with a conclusion of critical burying depth,optimal burying depth,stain coefficient and so on.
通过对一系列直径为40 mm炮孔的爆破漏斗实验,及对实验数据进行理论分析,得出40 mm炮孔情况下的临界埋深、应变能系数等漏斗爆破参数。
2.
Through the experiment, parameters of blasting runnels for explosive package in the model coal medium and critical burying depth of loose blasing are obtained.
通过实验，得到了药包在模型煤层介质中的爆破漏斗参数和产生松动爆破时的临界埋深。
2) uplift-displacement
临界埋置深度
3) critical underground water table
地下水临界埋深
1.
An optimal irrigation and drainage non-linear programming model is proposed with the concepts of soil salinity threshold and critical underground water table, aimed at preventing soil salinization in irrigation district, furthermore, combined with the real conditions of Xinjiang Kongliu Unity irrigation district to approach the model.
将作物临界土壤含盐量和地下水临界埋深等概念应用于防治灌区土壤盐碱化最优规划，提出了非线性规划最优灌排模型。
4) groundwater depth at critical dynamics
地下水埋深临界动态
5) burial depth of the boundary
界面埋深
1.
The empirical relational expression between this point and the burial depth of the boundary is also formulated.
通过分析大量的野外实测结果 ,发现衰减度参数测深曲线的异常峰值K点与某些地质界面相对应 ,具有较高的相关性 ,并得出了此点与界面埋深的经验关
6) critical depth
临界深度
1.
Limit analysis of the critical depth of circular step-sloped foundation pits;
圆形放坡基坑临界深度极限分析
2.
Numerical analysis about the critical depth of two-layer foundation;
双层地基临界深度的数值分析
3.
Study on the critical depth and minimal thickness of static piling;
静力压桩临界深度和最小厚度探讨
补充资料：热深厥深
热深厥深 热深厥深 病证名。指热厥证的征象。指邪热越深入，四肢厥冷的症状越严重，皆因阳气被遏，邪气内闭所致。属真热假寒证。
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