single pile behavior 单桩行为
pile-soil behavior 桩土性状
behavior of pile 桩性状
load carrying behavior of pile 桩基础承载性状
load-settlement behavior of pile 桩荷载沉降特性
And the effects of soil parameters of the double-layered foundation on the pile behavior are investigated with the derived solutions.
并利用所得解分析了双层地基土性参数对桩基性状的影响。
The effect of SFRC on mechanics behavior of thick pile caps has also been analyzed systematically in this paper.
对于必须考虑承台作用的低承台群桩，本文的计算结果是很有价值的。
The horizontal dynamic behavior of pile foundation is becoming more and more attractive in geotechnical engineering. But the theory concerned with this is still in research stage.
桩基的水平动力特性已受到工程界越来越普遍的重视，但关于水平动力受荷桩的理论和性状至今仍处于研究阶段。
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