Experimental research on load bearing mechanism of rigid pile composite foundations

HUANG Ju-qing; HE Chun-bao; MO Hai-hong; Ni Guang-le

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Experimental research on load bearing mechanism of rigid pile composite foundations

更新时间：2026-06-25

- Experimental research on load bearing mechanism of rigid pile composite foundations
- Vol. 29, Issue 3, (2008)
- 作者机构：
  
  1. 华南理工大学建筑学院土木工程系,广州,510641
  2. 东莞市建设工程质量监督站,东莞,523076
  3. 华南农业大学水利与土木工程学院,广州,510642
  4. 广州泰基工程有限公司,广州,510507
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：19 July 2013，
  
  Published：2008
- 稿件说明：
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HUANG Ju-qing, HE Chun-bao, MO Hai-hong, et al. Experimental research on load bearing mechanism of rigid pile composite foundations[J]. 2008, 29(3).
DOI：

HUANG Ju-qing, HE Chun-bao, MO Hai-hong, et al. Experimental research on load bearing mechanism of rigid pile composite foundations[J]. 2008, 29(3). DOI：

摘要

进行了压板和原位测试，对广东地区不同类型刚性桩复合地基桩-土应力比、桩-土的荷载分担比进行了研究，实测数据表明，桩-土应力比与地质情况以及桩-土的相对刚度有关，其测试结果可为今后刚性桩复合地基设计提供参考。

Abstract

Static loading tests and in-situ measurement were carried out to analyze the load-bearing behavior and working mechanism of various types of rigid pile composite foundations in Guangdong Province. It is shown that the stress ratio between pile and soil can be much influenced by geological condition and the relative rigidities of pile and soil. The measurement results presented could be used for reference in rigid pile composite foundation design.

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