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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，提出了柔性桩单桩沉降的实用计算方法。
Based on Cooke’s proposed physical model for load transfer of friction piles, a practical calculation method for single pile settlement of flexible piles is proposed by analyzing the working mechanism and settlement characteristics of single piles in composite foundations.