An Analytical Solution for Settlement of Composite Piled Foundation
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摘要: 在双折线模型基础上推导单桩桩侧摩阻力的分布,以明德林(Mindlin)课题的弹性理论解求解桩底土体的沉降,推导了一系列单桩复合桩基沉降的解析表达式,计算结果可直接用于单桩分析。Abstract: The distribution of lateral fricrion of single pile is deduced by using bilinear model.And the settlement of single pile is calculated by MINDLIN elastic theory.Through the method mentioned above,a series of analytical solutions of the settlement of composite piled foundation are deduced.The calculated results can be used directly in analyzing the settlement of single pile.
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