EXPERIMENT OF COMPACTING EFFECTS OF STATIC PILING IN CLAY GROUND WITH TAPERED PILE

He Jie; Liu Jie; Chen Keliang; Min Changqing

doi:10.13204/j.gyjz200801018

Volume 38 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(1): 74-75,109

CHEN Tianlei, LI Xudong, GAO Yuguang. EXPERIMENTAL STUDY OF TREATMENT FOR DEEP THICKNESS SELF-WEIGHT COLLAPSIBLE LOESS FOUNDATION WITH TWO-WAY SOIL DISPLACEMENT SCREW PILES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 1-5,28. doi: 10.13204/j.gyjz202006001

Citation:

He Jie, Liu Jie, Chen Keliang, Min Changqing. EXPERIMENT OF COMPACTING EFFECTS OF STATIC PILING IN CLAY GROUND WITH TAPERED PILE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 74-75,109. doi: 10.13204/j.gyjz200801018

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EXPERIMENT OF COMPACTING EFFECTS OF STATIC PILING IN CLAY GROUND WITH TAPERED PILE

doi: 10.13204/j.gyjz200801018

1.
College of Civil Engineering,Hunan University of Technology,Zhuzhou 412008

Received Date: 2007-04-13
Publish Date: 2008-01-20

Abstract

Abstract

Based on model tests of one equal section steel pile and three tapered steel piles with different side obliquity pressed into clay, the compacting effects of equal section pile and tapered pile in clay ground are studied. The laws of ground heave chang ing with depth during the process of static piling in clay, the location and the value of the max imal ground heave are obtained. The testing results of static piling equal section pile or tapered pile with different side obliquity are also compared and analyzed.
- tapered pile,
- static piling,
- model test,
- ground heave

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References

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