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1)  stiffened platform effect
刚性承台效应
1.
Except for the stiffened platform effect of geogrid-reinforced cushion,the soil arching effect of embankment also has an effect on the stress adjustment between pile and soil.
桩土应力比是桩土应力调整结果的直接表现,而路堤土拱效应以及褥垫层刚性承台效应对荷载调整作用正是桩土应力调整过程的体现。
2)  rigid cap
刚性承台
1.
Reliability study of pile group with rigid cap based on settlement;
基于刚性承台群桩沉降的可靠度研究
2.
Bearing characters analysis of great pile groups with rigid cap using 3D FEM;
刚性承台超大群桩承载性状的三维有限元分析
3.
A practical method for analyzing settlement of pile group with rigid cap;
刚性承台群桩沉降简化计算方法
3)  rigid pile cap
刚性承台
1.
Linear analysis of interaction of flexible piles with variable cross section and ground soil under rigid pile cap;
刚性承台下变截面柔性桩与地基相互作用的线性分析
4)  effect of pile capping
承台效应
1.
Analysis on effect of pile capping in low capping composite pile foundation;
低承台复合桩基承台效应分析
5)  piles with rigid cap
刚性承台下群桩
6)  non-rigid effect
非刚性效应
1.
According to the distribution feature of non-rigid effect measuring of movable bridge-type 3-D coordinate measuring machine(3-D CMM),the components of CMM are analyzed by means of the stress distortion analysis,non-rigid effect measuring error of CMM is analyzed and the model for components of CMM is constructed,and a new way for the error compensation of high precision CMM is provided.
根据移动桥式三坐标测量机非刚性效应测量误差的分布特征,对坐标测量机构件进行受力变形分析,进而对坐标测量机的非刚性效应测量误差进行分析,建立了三坐标测量机非刚性误差模型,为高精度坐标测量机的误差补偿技术提供了新的思路。
补充资料:桩承台
      简称承台,是组成桩基础的结构构件,在桩顶将桩群连接成整体,支承作用在桩基上的荷载并传递给桩和地基。桩承台的平面形状取决于桩的布置情况,通常做成矩形或条形。码头、桥梁等构筑物的桩基,桩顶往往高出地面或河底。这种桩称为高桩,其承台称为高桩承台。工业和其他民用建筑物的桩基,桩顶则往往低于地面,这种桩称为低桩,其承台称为低桩承台。
  

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