STRENGTHENING FOUNDATION OF TRANSMISSION LINE TOWER BY COMPACTION GROUTING

Shao Jian-jun; Zhou Wei-dong; Huang Fang; Cao Guo-ping; Li Jin-bao; Zhao Qi-ming

doi:10.13204/j.gyjz200712030

Volume 37 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(12): 125-127,133

Zhang Leishun, Zhang Xiaolei, Yan Guoxin. EXPERIMENTAL RESEARCH ON THE SHEARING CAPACITY OF RECYCLED CONCRETE BEAMS WITHOUT STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 57-61. doi: 10.13204/j.gyjz200709012

Citation:

Shao Jian-jun, Zhou Wei-dong, Huang Fang, Cao Guo-ping, Li Jin-bao, Zhao Qi-ming. STRENGTHENING FOUNDATION OF TRANSMISSION LINE TOWER BY COMPACTION GROUTING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 125-127,133. doi: 10.13204/j.gyjz200712030

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STRENGTHENING FOUNDATION OF TRANSMISSION LINE TOWER BY COMPACTION GROUTING

doi: 10.13204/j.gyjz200712030

1.
1. Yancheng Electric Power Design Institute Yancheng 224002;
2.
2. Changzhou Building Engineering Supervision &Consultancy Co.,Ltd in Jiangsu Changzhou 213022;
3.
3. Southeast Special Engineering Co.,Ltd in Jiangsu Nanjing 210008

Received Date: 2007-05-20
Publish Date: 2007-12-20

Abstract

Abstract

It is proposed that the eigen value and allowable value of the foundation deformation of transmission line tower; it is also described that the calculation methods and cases of the deformed foundations strengthened by compaction grouting.
- transmission line tower,
- foundation,
- deformation,
- calculation

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References(3)

References

GB 2007- 2002 建筑地基基础设计规范

DLPT 5219- 2005 架空送电线路基础设计技术规定

JGJ 123- 2000 既有建筑地基基础加固技术规范

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