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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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(12): 56-59

Li Weidong, Lin Gao, Zhu Hongshan. A PRECISE METHOD FOR DYNAMIC FLEXIBILITY OF LAYER FOUNDATION IN THE DUALITY SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 92-95. doi: 10.13204/j.gyjz201309017

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

Li Weidong, Lin Gao, Zhu Hongshan. A PRECISE METHOD FOR DYNAMIC FLEXIBILITY OF LAYER FOUNDATION IN THE DUALITY SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 92-95. doi: 10.13204/j.gyjz201309017

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

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References(7)

References

龚晓南.复合地基设计和施工指南.北京:人民交通出版社,2003

[2] 杨志红,郭忠贤,王占雷.夯实水泥土桩桩身轴力测试方法试验研究//地基处理理论与实践--第七届全国地基处理学术讨论会论文集.北京:中国水利水电出版社,知识产权出版社,2002

[3] 郭忠贤,杨志红.夯实水泥土桩的荷载传递特性.岩土力学,2000,21(3):284-288

[4] 郭忠贤,杨志红,王占雷.夯实水泥土桩的荷载传递规律的试验研究.岩土力学,2006,27(11)

[5] 郑刚.水泥搅拌桩复合地基承载力辨析.岩土工程学报,2002,22(4):487-489

[6] 郭忠贤,夯实水泥土桩试验研究及数值分析.勘察科学技术,2006(1):34-36

[7] 刘焕存.夯实水泥土桩变形特性试验研究.岩土工程技术,1997(1):19-24

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