Then according to the expression and method for harmony of displacement, relation curve between load and settlement was figured out.
通过该表达式并依据位移协调法的原理编写的程序，计算出了桩身的荷载沉降曲线。
Based on soil mechanics and elasticity theory, the relation of single pile load-settlement curve is derived.
以土力学及弹性理论为基础，推导出了单桩荷载—沉降曲线的关系式。
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.
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。
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