Experimental study of pile-soil load transfer behavior of self-balanced pile

DAI Guo-liang; GONG Wei-ming; LIU Xin-liang

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Experimental study of pile-soil load transfer behavior of self-balanced pile

更新时间：2026-06-25

- Experimental study of pile-soil load transfer behavior of self-balanced pile
- Vol. 24, Issue 6, (2003)
- 作者机构：
  
  1. 东南大学土木工程学院,江苏,南京,210096
  2. 江苏省电力设计研究院,江苏,南京,210008
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：19 August 2014，
  
  Published：2003
- 稿件说明：
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DAI Guo-liang, GONG Wei-ming, LIU Xin-liang. Experimental study of pile-soil load transfer behavior of self-balanced pile[J]. 2003, 24(6).
DOI：

DAI Guo-liang, GONG Wei-ming, LIU Xin-liang. Experimental study of pile-soil load transfer behavior of self-balanced pile[J]. 2003, 24(6). DOI：

摘要

采用自平衡试桩法进行了3根试桩静载荷试验，同时采用振弦式钢筋应力计测得3根试桩轴向应力，分析了自平衡试桩时桩土的荷载传递性状。最后采用精确转换法和简化转换法对自平衡测试结果进行了转换，并比较了转换结果。

Abstract

Self-balanced method was adopted for three piles static testing; at the same time

the axial forces of the three piles were measured by stress gauge. And the pile-soil load transfer behavior of the three piles tested by this method

is analyzed. Finally

the self-balanced results were converted to equivalent pile head load-settlement curves with both the precise and the approximate methods respectively; and the comparison between them is carried out too.

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