复合桩基端阻群桩效应及其效应系数的有限元分析
详细信息Finite element analyses on pile group effect and its efficiency factor of end-resistance
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摘要: 用三维弹塑性有限单元法计算得出砂土中的复合桩基端阻群桩效应系数均略低于《建筑桩基技术规范》中的数值。Abstract: The factor values of pile group effect of pile end resistance in sandy compound pile foundation, calculated by using a 3 dimension elastic plastic finite element method, are lower than those in the "Technical Code for Building Pile Foundations".
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