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钻孔灌注桩荷载传递机理试验研究
引用本文:王俊林,王 博,高有斌.钻孔灌注桩荷载传递机理试验研究[J].河海大学学报(自然科学版),2007,35(4):430-433.
作者姓名:王俊林  王 博  高有斌
作者单位:1. 郑州大学环境与水利工程学院,河南,郑州,450002
2. 河海大学岩土工程水利部重点实验室,江苏,南京,210098;河海大学岩土工程研究所,江苏,南京,210098
基金项目:河南省科技攻关项目(0624250008)
摘    要:通过桩基静载试验实测数据,分析了桩身轴力的荷载传递机理.结果表明:桩顶荷载主要通过桩侧摩阻力逐渐向下传递,具有明显的摩擦桩特点,桩侧摩阻力所占比重较大,而桩端阻力所占比重较小;桩底沉渣厚度显著影响桩顶沉降量与极限承载力.

关 键 词:灌注桩  静载荷试验  荷载传递  桩侧摩阻力
文章编号:1000-1980(2007)04-0430-04
修稿时间:2007-01-05

Study on load transfer mechanism of bored piles
WANG Jun-lin,WANG Bo,GAO You-bin.Study on load transfer mechanism of bored piles[J].Journal of Hohai University (Natural Sciences ),2007,35(4):430-433.
Authors:WANG Jun-lin  WANG Bo  GAO You-bin
Abstract:Based on the in-situ test data of bored piles,the mechanism of axial load transfer was analyzed.The result shows that the load at the top of piles transfers downwards by means of lateral friction along piles,thus,such type of piles is of evident characteristics of friction piles.It is also demonstrated that the lateral friction accounts for large proportion,while the resistance at the end of piles accounts for small proportion,and that the sediment thickness at the bottom of piles evidently affects the top settlement and ultimate bearing capacity of piles.
Keywords:bored pile  static load experiment  load transfer  lateral friction along pile
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