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本文以Cooke提出的摩擦桩荷载传递物理模型为基础，通过复合地基中单桩工作机理和沉降特性的分析，提出了一种计算柔性核单桩沉降的简化方法。
In this paper, based on the physical model of friction pile load transfer proposed by Cooke, through the analysis of single pile working mechanism and settlement characteristics in composite foundation, a simplified method for calculating the settlement of single flexible pile is proposed.