基桩竖向承载力试验研究  

Experimental Study on Vertical Bearing Capacity of the Foundation Pile

作　　者：杨建民[1] 

机构地区：[1]湖南城市学院土木工程学院,湖南益阳413000

出　　处：《湖南城市学院学报（自然科学版）》2009年第2期5-9,共5页Journal of Hunan City University:Natural Science

基　　金：湖南省建设厅科研基金资助项目(2005-26)

摘　　要：根据基桩的现场竖向静载试验结果,分析了在复杂地质条件下基桩的荷载传递特点、荷载沿桩身分布规律、竖向承载性状和桩身侧阻发挥特性,得出了一些在洞庭湖区复杂地质条件下对桩基工程设计和施工具有一定指导意义的结论.This paper analyses the foundation pile＇s load transfer characteristics, the load distribution characteristics along the foundation pile the vertical bearing behavior and the side-friction characteristics of the foundation pile in complex geological conditions based on the vertical static load field tests. The results can be used as references to the design and construction of foundation piles in the area of Dongting Lake Area, where the geological conditions are complex.

关 键 词：基桩 静载试验 荷载传递 桩侧摩阻力 

分 类 号：U443.15[建筑科学—桥梁与隧道工程]