STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES

Wu Mai; Zhao Xin; Wang Enyuan; Dou Yuanming

doi:10.13204/j.gyjz200407011

Volume 34 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(7): 40-43

Wu Mai, Zhao Xin, Wang Enyuan, Dou Yuanming. STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 40-43. doi: 10.13204/j.gyjz200407011

Citation:

Wu Mai, Zhao Xin, Wang Enyuan, Dou Yuanming. STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 40-43. doi: 10.13204/j.gyjz200407011

Wu Mai, Zhao Xin, Wang Enyuan, Dou Yuanming. STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 40-43. doi: 10.13204/j.gyjz200407011

Citation:

PDF( 0 KB)

STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES

doi: 10.13204/j.gyjz200407011

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

Received Date: 2003-12-12
Publish Date: 2004-07-20

Abstract

Abstract

The bearing capacity of stiffened DCM (Deep Cement Mixing)pile are studied and a new practical bearing capacity design method is presented.The design values are compared with the field test values in two projects.The comparison result shows that the method is reasonable and can be used in projects design.
- stiffened DCM pile,
- single pile bearing capacity,
- constitution request,
- design