1) uplift-displacement
临界埋置深度
2) 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。
3) embedded depth
埋置深度
1.
The paper mainly discusses embedded depth of foundation,partial fixing of Superstructure Construction,constraint action of backfilled soil and loads of basement based on the complexity and variety of structure model of High-Rise basemen.
高层建筑上部荷载大,基础埋置深度也较深,地下室的设计合理与否直接影响建筑物的正常使用与造价。
2.
This article aims to study how single-screw anchor works in sand through indoor test,gives the calculation formula of critical embedded depth and provides theoretical basis for the instruction of engineering practice.
结果在相同埋深的条件下,上拔极限承载力随锚片直径的增加而增加;在锚片直径不变的情况下,浅埋时承载力随埋深的增加而增加,但当埋深达到临界埋置深度后,承载力不再随埋深的增加而明显增加,而趋于稳定。
3.
Based on the stability analysis of large caisson foundations in Sutong Bridge, this paper represented that if the bearing capacity requirement on the caisson foundation base is satisfied, it is not true that the embedded depth of the caisson foundation is the larger the better, and the depth needs not to be large.
对苏通大桥沉井基础稳定性的计算分析表明,在满足基底承载能力要求时大型沉井的埋置深度不是越深越好,并且不需要太大。
4) embedment depth
埋置深度
1.
Tensile experiments of bonded-in reinforcements group have been completed with embedment depth 10d and 15d(d is rebar diameter) respectively.
建议工程应用中最小埋置深度取15d,并提出植筋群受拉承载力计算式。
5) 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
6) 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。
补充资料：地下水临界深度
地下水临界深度
critical depth of subsurface water
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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