rigid pile with cap 带帽刚性桩
single pile with cap 带承台单桩
foundation pile with the cap 带台单桩
single pile with a cap 有承台单桩
pile groups with low cap 低承台群桩
The conception of stress ratio of composite pile-soil was put forward on the basis of test data of composite foundation of rigid pile with cap to describe its mechanical behavior.
在分析带帽刚性桩复合地基试验成果的基础上,提出复合桩土应力比的概念,以合理反映带帽桩复合地基的力学性状。
In this paper, based JCCAD software design parameters of pile caps changes, After the upper structure to solve piling centroid centroid do not coincide with the pile when the pile cap computation.
本文利用基础JC CAD软件承台桩设计参数的修改,解决补桩后上部结构形心与桩基形心不重合时桩基承台的计算问题。
The test results provided us with guidelines for proper design of single columns supported by four pile cap used in bridge construction.
研究结果对城市桥梁现行的独柱式四桩承台设计方法的改进具有一定的指导意义。
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