EXPERIMENTAL STUDY ON STIFFENED DCM PILE IN LABORATORY

Wu Mai; Zhao Xin; Dou Yuanming; Wang Enyuan

doi:10.13204/j.gyjz200411012

Volume 34 Issue 11

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(11): 45-48

Sun Fengming. TRIALS OF DEVELOPING GREEN AND ENERGY-SAVING COMMUNITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 16-17,21. doi: 10.13204/j.gyjz200402006

Citation:

Wu Mai, Zhao Xin, Dou Yuanming, Wang Enyuan. EXPERIMENTAL STUDY ON STIFFENED DCM PILE IN LABORATORY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 45-48. doi: 10.13204/j.gyjz200411012

Sun Fengming. TRIALS OF DEVELOPING GREEN AND ENERGY-SAVING COMMUNITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 16-17,21. doi: 10.13204/j.gyjz200402006

Citation:

Wu Mai, Zhao Xin, Dou Yuanming, Wang Enyuan. EXPERIMENTAL STUDY ON STIFFENED DCM PILE IN LABORATORY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 45-48. doi: 10.13204/j.gyjz200411012

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EXPERIMENTAL STUDY ON STIFFENED DCM PILE IN LABORATORY

doi: 10.13204/j.gyjz200411012

1.
School of Civil Engineering,Hebei University of Technology Tianjin 300132

Received Date: 2004-06-23
Publish Date: 2004-11-20

Abstract

Abstract

A stiffened DCM pile consists of soil-cement and core pile, whose cooperation has an important influence on the bearing behavior of the stiffened DCM pile. The effects of soil-cement strength and other factors on the friction resistance are researched by static loading tests of concrete core piles and soil-cement specimens, which provided a reliable basis for the design and construction of soil-cement composite piles.
- stiffened DCM pile,
- soil-cement,
- concrete core,
- frictional,
- resistance

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References(5)

References

DB 29-20-2000 岩土工程技术规范

[2] 刘景政,杨素春,钟冬波.地基处理与实例分析.北京:中国建筑工业出版社,1998

[3] 吴迈.水泥土组合桩单桩竖向承载力试验研究:[硕士学位论文].天津:河北工业大学,2001

[4] 吴迈,窦远明,王恩远.水泥土组合桩荷载传递试验研究.岩土工程学报,2004(3)

[5] 吴迈,赵欣,王恩远,窦远明.水泥土组合桩承载力研究及设计方法.工业建筑,2004,34(7):40～43

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