以荷载传递法为基础，研究了桩端条件对灌注桩荷载传递特性的影响。
The influence of end conditions on the load transfer behavior of cast-in-place pile is discussed using the load transfer method.
同时，利用荷载传递法及非线性分析的增量法，获得荷载-沉降关系等系列解析算式。
Meantime, by using the load transfer method and the nonlinear-analysis increment method, a series of analytical formulae are deduced to define the load-settlement relation and so on.
本文提出用分层荷载传递法计算单桩刚度，能方便地考虑桩的可压缩性、分层土的性质和桩截面的变化。
A new method to compute the pile head stiffness with the load transfer method is proposed in this paper.
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