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摩擦群桩中单桩的等效轴向刚度及其应用
引用本文:舒翔,陈竹昌,祝龙根.摩擦群桩中单桩的等效轴向刚度及其应用[J].同济大学学报(自然科学版),2000,28(6):651-655.
作者姓名:舒翔  陈竹昌  祝龙根
作者单位:同济大学,地下建筑与工程系,上海,200092
基金项目:高等学校博士学科点专项科研基金资助项目(9524711)
摘    要:提出了摩擦群桩中单桩等效轴向刚度的概念,建议采用现场实测数据确定之;并运用这一概念分析了桥梁桩基础设计中的绝对刚性承台假定的适用性,探讨了摩擦群桩与嵌岩群桩承载机理的不同.

关 键 词:单桩等效轴向刚度  摩擦群桩  嵌岩群桩  承载机理
文章编号:0253-374X(2000)06-0651-05
修稿时间:1999年12月22

Proposal of Equivalent Axial Rigidity of Single Pile in the Friction Pile Group and Its Application
SHU Xiang,CHEN Zhu-chang,ZHU Long-gen.Proposal of Equivalent Axial Rigidity of Single Pile in the Friction Pile Group and Its Application[J].Journal of Tongji University(Natural Science),2000,28(6):651-655.
Authors:SHU Xiang  CHEN Zhu-chang  ZHU Long-gen
Abstract:The equivalent axial rigidity of single pile in friction pile group is proposed. The determing method of the equivalent axial rigidity is given by using measured-in-situ data. The application scope of the absolutely rigid cap in the design of bridge pile foundation is analyzed with the new concept. The difference of the loading mechanisms between friction pile group and rock-socketed pile group is also discussed.
Keywords:equivalent axial rigidity of single pile  friction pile group  rock-socketed pile group  loading mechan@
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