STUDY ON BEARING MECHANISM AND CRITICAL LENGTH OF RAMMED SOIL-CEMENT PILE

Guo Zhongxian; Zhang Yanjun

doi:10.13204/j.gyjz200612016

Volume 36 Issue 12

Dec. 2014

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Guo Zhongxian, Zhang Yanjun. STUDY ON BEARING MECHANISM AND CRITICAL LENGTH OF RAMMED SOIL-CEMENT PILE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 56-59. doi: 10.13204/j.gyjz200612016

Citation:

Guo Zhongxian, Zhang Yanjun. STUDY ON BEARING MECHANISM AND CRITICAL LENGTH OF RAMMED SOIL-CEMENT PILE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 56-59. doi: 10.13204/j.gyjz200612016

Guo Zhongxian, Zhang Yanjun. STUDY ON BEARING MECHANISM AND CRITICAL LENGTH OF RAMMED SOIL-CEMENT PILE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 56-59. doi: 10.13204/j.gyjz200612016

Citation:

Guo Zhongxian, Zhang Yanjun. STUDY ON BEARING MECHANISM AND CRITICAL LENGTH OF RAMMED SOIL-CEMENT PILE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 56-59. doi: 10.13204/j.gyjz200612016

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STUDY ON BEARING MECHANISM AND CRITICAL LENGTH OF RAMMED SOIL-CEMENT PILE

doi: 10.13204/j.gyjz200612016

1.
Branch of Civil Engineering,Shijiazhuang Railway Institute Shijiazhuang 050043

Received Date: 2006-04-12
Publish Date: 2006-12-20

Abstract

Abstract

Based on the stress-strain relationship,the non-linear relationship between the shaft resistance and pile relative displacement of rammed soil-cement pile loading tests,through numerical analysis method,bearing mechanism and critical length of rammed soil-cement pile are studied.Influence factors of critical length,such as rammed soil-cement limit strength q-u,shaft resistance -u and diameter d,are thoroughly analyzed.Proposed critical length of rammed soil-cement pile is given.
- rammed soil-cement pile,
- bearing mechanism,
- critical length,
- influence factors