【正文快照】： 0引言荷载传递法(load transfer method)是目前应用最为广泛的简化方法[1-3],它的假设条件是把桩沿桩长方向离散成若干单元,假定桩体中任意一点的位移只与该点的桩侧摩阻力...
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A new method to compute the pile head stiffness with the load transfer method is proposed in this paper.
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。
In addition, some comparisons can be made between load transfer method and elastic theory method in this paper.
另外，本文还对荷载传递函数法和弹性理论法在壁板桩中的应用进行了初步对比。
In this paper a model of three elements is proposed for discussing the convergency of the load transfer method.
本文提出三单元式模型，讨论了荷载转移法的收敛性。
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