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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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

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

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

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