临界埋深,critical burying depth
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 ofcritical 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 andcritical 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 andcritical 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 theburial 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 thecritical 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 thecritical depth of two-layer foundation;双层地基临界深度的数值分析
3.Study on thecritical depth and minimal thickness of static piling;静力压桩临界深度和最小厚度探讨
英文短句/例句
1.APPLICATION OF CYLINDRICAL CAVITY EXPANSION THEORY TO SOLVE THE CRITICAL DEPTH OF PRESSUREMETER TEST圆孔扩张理论求解旁压试验临界深度
2.The following details pertain primarily to the critical-depth flume.下面的详细说明主要是针对临界深度型水槽的。
3.Getermination of groundwater critical depth in Da"an irrigation canals area for Songnen plain松嫩平原大安灌区渠系地下水临界深度的确定
4.critical course and depth monitor临界航向与深度监视器
5.Determination of Critical Power Density of Laser Deep-Penetration Welding激光深熔焊接下临界功率密度的确定
6.upper critical temperature临界温度上限 临界温度上限
7.The ceitical valueis stimulus intensity corresponding to the critical point.临界点所对应的刺激强度为临界值。
8.Iterative Computation of the Depth of Water under the Normal Conditions and Critical Depth of Water at Trapezoid Open-ditch梯形明渠正常水深和临界水深的迭代计算法
9.critical temperature thermistor临界温度热敏电阻器
10.fine-wire stagnation temperature probe细丝临界温度探测器
11.torsional critical speed扭转临界速度 -电机的
12.critical cooling rate马氏体临界冷却速度
13.critical thickness of an infinite slab无限平板的临界厚度
14.critical temperature of plasma等离子体的临界温度
15.threshold population inversion density临界粒子数反转密度
16.a critical temperature of water is 100 degrees C--its boiling point at standard atmospheric pressure; critical mass; go critical.水的临界温度是摄氏100度——标准大气压下的沸点；临界物质；达到临界。
puting Critical Water Depth of Trapezoid Open Channel by Using Steffensen Iteration Method用Steffensen迭代法计算梯形明渠的临界水深
18.A Method for Calculating Critical Water Depth of Open Channel with Trapezoid Section and Smooth Slope小底坡梯形明渠临界水深求法探讨
相关短句/例句
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 andcritical 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 theburial 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 thecritical 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 thecritical depth of two-layer foundation;双层地基临界深度的数值分析
3.Study on thecritical depth and minimal thickness of static piling;静力压桩临界深度和最小厚度探讨
延伸阅读
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。
