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本文在Ｈｅｙｄｉｎｇｅｒ和Ｏ＇Ｎｅｉｌ提出的荷载传递函数基础上，应用矩阵位移法，建立了一种单桩荷载与沉降的数值分析方法，并与经典的弹性理论解及实测数据进行了对比，结果表明两者有良好的一致性。
Based on the load transfer functions proposed by Heydinger and O’Neil, a method of numerical analysis for the load and settlement of a single pile is established using the matrix displacement method. The results are compared with classical elastic theory solutions and measured data. Both have good consistency.