首页 | 本学科首页   官方微博 | 高级检索  
     

超长单桩轴向刚度的计算及其影响因素
引用本文:曾友金,章为民,王年香,徐光明.超长单桩轴向刚度的计算及其影响因素[J].水利水运工程学报,2003,0(3):32-37.
作者姓名:曾友金  章为民  王年香  徐光明
作者单位:南京水利科学研究院,江苏南京,210029
摘    要:采用弹塑性荷载传递函数,以解析法推导了与桩顶荷载-桩顶沉降整个关系曲线上相对应的单桩轴向刚度计算式,分析了桩长、桩径、桩的刚度系数、桩端土弹性模量与桩周土弹性模量之比和桩周土泊松比等因素对超长单桩轴向刚度的影响后表明,只有桩长、桩径及桩的刚度系数对超长单桩轴向刚度的影响较大。

关 键 词:超长单桩  轴向刚度  荷载传递函数  解析法  影响因素
文章编号:1009-640X(2003)03-0032-06
修稿时间:2003年1月6日

Calculation and influence analysis for axial rigidity of a super-long single pile
ZENG You-jin,ZHANG Wei-min,WANG Nian-xiang,XU Guang-ming.Calculation and influence analysis for axial rigidity of a super-long single pile[J].Hydro-Science and Engineering,2003,0(3):32-37.
Authors:ZENG You-jin  ZHANG Wei-min  WANG Nian-xiang  XU Guang-ming
Abstract:The corresponding calculation formula of the axial rigidity of a single pile is deduced according to the whole curve of the top load-settlement with a linearly elastic-plastic load transfer function. Influences of the pile's length, pile's diameter, coefficient of rigidity, elastic modulus ratio of the bottom soil and surrounding soil and Poisson's ratio of surrounding soil on the axial rigidity of a super-long pile are analyzed. It can be seen that the pile's length, diameter and coefficient of rigidity have important effects on the axial rigidity.
Keywords:load transfer function  analytic method  influence factors  axial rigidity  single super-long pile
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《水利水运工程学报》浏览原始摘要信息
点击此处可从《水利水运工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号