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

Turn off MathJax

Article Contents

Abstract

References

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

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

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

Citation:

PDF( 0 KB)

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