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.
本文采用有限元法对该类型桥面结构中桥面荷载的传递情况进行分析计算和试验研究。
In this paper, the structure calculation and the experimental research were carried out to investigate the load transfer in the type of floor system.
根据位移协调理论，采用荷载传递函数法分析了竖向受荷下单桩的承载特性。
Based on the displacement coordinate theory, the capacity of single pile under down-ward loading was analysed by using the load transmission function.
最后对该法的荷载传递机理及平衡点位置的选取作了简要的分析。
Finally the paper give a brief analysis of load transfer mechanism and how to choose the equilibrium position of the selection.
根据挤扩支盘桩的受力机理，应用荷载传递理论和分层总和法计算沉降的概念，提出了一种多支盘不等支臂钻孔灌注桩基础沉降计算方法。
According to mechanics character of expanded branches and plates and load transfer theory, a method of expanded branches and plates pile foundation settlement calculation is present.
通过对群锚作用下的作用机理、荷载传递进行分析，使用剪切位移—传递函数法进行荷载传递位移计算。
The paper analyzes mechanism of action and load transfer under group anchor, calculates load transfer-displacement by shearing displacement-transfer function method.
根据位移协调理论，采用荷载传递函数法分析了竖向受荷下相关因素对水泥土桩荷载传递规律的影响。
The infection of related factors to load transfer rule on cement-soil pile through the load transfer function method was analyzed according to the displacement harmony theory.
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 addition, some comparisons can be made between load transfer method and elastic theory method in this paper.
提出了用迭代法分析带垫层刚性桩复合地基荷载传递特性计算方法。
A method to analyze load transfer was presented for composite-foundation with rigid pile and cushion by means of iterative process.
用荷载传递方法，本文提出了用“桩尖位移等值法”，来计算桩的荷载-沉降曲线，并将用该法计算的P -S曲线与现场实测的数据进行对比，结果是吻合的。
In this paper, the writer proposed a method of equal pile point settlement for calculating P-S curve of pile. The result of calculation are fairly checked with those measured in the field.
用荷载传递方法，本文提出了用“桩尖位移等值法”，来计算桩的荷载-沉降曲线，并将用该法计算的P -S曲线与现场实测的数据进行对比，结果是吻合的。
In this paper, the writer proposed a method of equal pile point settlement for calculating P-S curve of pile. The result of calculation are fairly checked with those measured in the field.
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