说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> 沉降验算
1)  settlement checking
沉降验算
2)  experiential coefficient for settlement calculation
沉降计算经验系数
1.
The experiential coefficient for settlement calculation is obtained by back analysis on the measured settlement results of about sixties buildings in Beijing.
通过对不同作用深度、不同长宽比矩形面积均布荷载角点下应力系数Mindlin解与Boussinesq解的分析比较,建立了二者之间的统计关系,利用"归一化函数",引入"沉降计算深度修正系数",并通过对北京地区数十个工程沉降实测值进行反分析得到"沉降计算经验系数",提出了对不同埋深的天然地基与桩基都适用的"统一沉降计算公式"。
3)  sedimentation test
沉降试验
1.
During sedimentation tests of putting positive macromolecular polymers into high sediment concentrated suspension of the Yellow River,it approaches the variation rules of morphologic parameters of high suspension flocculation in different flocculation stages with the help of electron microscope observation,image analysis techniques and characteristic parameter of fractal dimension.
在黄河泥沙高浓度悬浊液中投加阳型高分子聚合物进行沉降试验时,借助电镜观察、图像分析技术与“分维”特征参数,探讨了不同絮凝阶段含沙高浊水絮凝形态学参数的变化规律。
4)  sedimentation experiment
沉降实验
1.
The suspending stability of dispersive system was investigated through sedimentation experiment.
通过沉降实验观察分散体系的悬浮稳定性,利用透射电镜(TEM)及扫描电镜(SEM)分别测定了镀液中SiC颗粒的粒度及粒度分布,以及观察了纳米颗粒在复合镀层表面的分布。
5)  settling experiment
沉降试验
1.
The free settling experiments for high-concentration material slurry of cement-full tailing backfill at a different ratio and different concentration are conducted and the effects of the related factors on settling property of the slurry are analyzed.
对不同配比的高浓度水泥全级配尾砂充填料浆进行自然沉降试验,分析相关因素对沉降特性的影响。
2.
By comparing the methods of settling experiment and fluidization experiment, it can be considered that the method of fluidization experiment by sampling in cone-shaped tube is a better one at present.
非均匀颗粒群体沉降现象在自然界相当普遍 ,本文分析非均匀颗粒群体沉速的试验方法 ,比较各种沉降试验和流态化试验 ,得到认识 :深度取样锥体筒流态化法是目前较好的试验方法。
6)  settlement computation
沉降计算
1.
Semi-analytical element method of settlement computation for composite foundation;
复合地基沉降计算的半解析元法
2.
The basic theory and the settlement computation method of the dynamic drainage consolidation are presented in this paper.
本文介绍了动力排水固结的基本原理、沉降计算方法,提出了一种适合动力排水固结沉降计算的动静耦合沉降计算方法。
3.
Therefore, the existing theories of settlement computation are limited.
碎石桩复合地基在荷载作用下应力场与位移场分布十分复杂,有试验表明距桩顶某一深度范围有应力集中现象,桩体产生侧向膨胀,现有沉降计算理论具有一定的局限性。
补充资料:验算
1.检查运算的结果有无差错。
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