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。
Based on soil mechanics and elasticity theory, the relation of single pile load-settlement curve is derived.
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.
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