FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU

Chen Lun; Wang Haiyan; Shen Baohan; He Dexin; Sun Junping

doi:10.13204/j.gyjz200403002

Volume 34 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(3): 5-8

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

Citation:

Chen Lun, Wang Haiyan, Shen Baohan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 5-8. doi: 10.13204/j.gyjz200403002

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

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FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU

doi: 10.13204/j.gyjz200403002

1.
1. Dept. of Hydraulic Engrg.,Tsinghua University Beijing 100084;
2.
2. Beijing Building Construction Research Institute Beijing 100039;
3.
3. Beijing Zhongkuo Foundation Co.,Ltd. Beijing 100083

Received Date: 2003-11-16
Publish Date: 2004-03-20

Abstract

Abstract

The mechanism of bearing capacity of DX piles are studied by a series of loading tests of full-sacle model DX Piles cast-in-situ. In the paper, bearing capacity comparisons between column piles and DX piles are made, and the load transmission mode of DX pile are studied, which provided the theoretical references for the bearing capacity design of the DX piles in the engineering practice.
- DX pile,
- static loading test,
- bearing capacity,
- load transfer branch,
- bearing plate,
- full-scale model,

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References(5)

References

[2] 沈保汉, 贺德新, 陈轮, 等.DX多节挤扩灌注桩.岩土工程界, 2002.5(4):30～35

贺德新, 沈保汉.DX挤扩装置及DX多节挤扩桩的应用.工业建筑, 2001, 31(1):27～31

[3] 王海燕.大比例尺现场模型DX桩的试验研究:[硕士学位论文].北京:清华大学, 2003.5

[4] 孟高头.土体原位测试机理方法及其工程应用.北京:地质出版社, 1997

[5] 沈保汉.评价桩垂直承载能力的s-lgQ法的应用与发展.建筑技术科研情报, 1982(3):11～21

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