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单桩轴向刚度理论计算公式的推导及其影响因素分析
引用本文:舒翔,李镜培. 单桩轴向刚度理论计算公式的推导及其影响因素分析[J]. 工业建筑, 2002, 32(6): 51-53
作者姓名:舒翔  李镜培
作者单位:同济大学,地下建筑与工程系,上海,200092
基金项目:上海市重点学科建设项目资助.
摘    要:基于单桩荷载 -沉降理论曲线推导出了单桩轴向刚度的计算公式 ,并分析了影响轴向刚度的诸因素 ,可以为桩基础的设计提供依据

关 键 词:单桩  轴向刚度  计算公式  影响因素
修稿时间:2001-06-18

DERIVATION OF THE THEORETICAL CALCULATING FORMULA FOR THE AXIAL STIFFNESS OF SINGLE PILE AND ANALYSIS OF ITS INFLUENCING FACTORS
Shu Xiang Li Jingpei. DERIVATION OF THE THEORETICAL CALCULATING FORMULA FOR THE AXIAL STIFFNESS OF SINGLE PILE AND ANALYSIS OF ITS INFLUENCING FACTORS[J]. Industrial Construction, 2002, 32(6): 51-53
Authors:Shu Xiang Li Jingpei
Abstract:Based on the theoretical load-settlement curve of single pile, the calculating formula for axial stiffness is derivated. The influencing factors of the axial stiffness are also analyzed. It can be used in the design of pile foundation.
Keywords:single pile axial stiffness calculating formula influencing factors
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