Based on the pile-soil system computation model, this paper focuses the relationship between the ultimate bearing capacity and the stiffness for a single pile under the vertical static load.
本文根据所采用的计算模型，从理论上研究了在竖向静压力作用下，单桩的极限承载能力与刚度的关系。
The pile soil system is simplified to build the space model and to calculate the dynamic behaviors of the system.
首先对桩基模型进行合理简化，建立了桩基空间计算模型并计算其动力特性。
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