ANALYSIS OF INTERACTION OF PILES AND SOIL ABOUT PILED CAP (FOUNDATION) WITH DIFFERENT CONNECTION BETWEEN PILE TOP AND CAP (FOUNDATION)

Zheng Gang; Zhang Hui-dong; Liu Shuang-ju

doi:10.13204/j.gyjz200606019

Volume 36 Issue 6

Dec. 2014

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Wu Zhaohua, Li Ningbo, Wan Yixiu, Qian Jiaru, Chen Yan, Zhang Lihua. EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF COMPOSITE COLUMN SPECIMENS WITH OPENINGS ON STEEL TUBE WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 111-115. doi: 10.13204/j.gyjz201405025

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Zheng Gang, Zhang Hui-dong, Liu Shuang-ju. ANALYSIS OF INTERACTION OF PILES AND SOIL ABOUT PILED CAP (FOUNDATION) WITH DIFFERENT CONNECTION BETWEEN PILE TOP AND CAP (FOUNDATION)[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 65-69,5. doi: 10.13204/j.gyjz200606019

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ANALYSIS OF INTERACTION OF PILES AND SOIL ABOUT PILED CAP (FOUNDATION) WITH DIFFERENT CONNECTION BETWEEN PILE TOP AND CAP (FOUNDATION)

doi: 10.13204/j.gyjz200606019

1.
Department of Civil Engineering,Tianjin University Tianjin 300072

Received Date: 2005-11-21
Publish Date: 2006-06-20

Abstract

Abstract

Based on the field experiments, it is studied the behaviors of the three types of connection between cap(foundation) and pile top, i. e. the first type is pile top being in contact with cap, the second is the pile top being separated from foundation by a layer of sand or gravel cushion, and the third is the one with variable stiffness cushion between foundation and pile top, which are compared with numerical method.The working mechanism of the third type foundation is especially studied by changing the stiffness of the cushion in the numerical analysis.
- traditional piled raft,
- rigid pile composite foundation,
- cushion interaction,
- cushion between the pile top and cap,

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References(6)

References

[2] 刘妍.刚性桩复合地基工作性能研究:[硕士学位论文].天津:天津大学,2003

郑刚,高喜峰,任彦华,等.承台(基础)-桩-土不同构造形式下的相互作用研究.岩土工程学报,2004(5):307-312

[3] 成遇珺.刚性桩复合地基承载力检验方法的研究:[硕士学位论文].天津:天津大学,2003

[4] 刘润,闫澍旺.带褥垫层减沉桩作用机理及现场实验研究.建筑结构学报,2000(8):76-80

[5] 郑刚,顾晓鲁.承台(基础)-桩-土广义相互作用理论及承载力//上部结构-桩-土相互作用研究及其可能设计方法高级研讨会论文集.2003:153-163

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