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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Abstract

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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

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(6)

References

陈文, 施建勇, 龚友平, 等. 饱和黏土中静压桩沉桩机理及挤土效应研究途径. 水利水电科技进展, 1999(6) : 28-41

[2] Housel W S, Burkey J R. Invest igation to Det ermine the Driving Characteristics of Piles in Soft ClayPPProc, Conf SM F E. New York:1948: 146-154

[3] Cummings A S, Kerkhoff G O, Peck R B, Effect of Driving Piles in Soft Clay. Trans ASCE, 1950, 115: 275-286

[4] Randolph M F, Steenfelt J S, Worth C P. The Eff ect of Pile Type on Design Parameter for Driven PilesPPProc, Seventh European Conf on Soil Mechanics and Foundation in Engineering. Brighton: 1979: 114-207

[5] Steenfelt J S, Randolph M F, Worth C P. Instrumented Model Piles Jacked into ClayPPProc, 10th Int Conf on Soil Mechanics and Foundation in Engineering. St ockholm. Sweden: 1981: 857-864

[6] 徐建平, 周健, 许朝阳, 等. 沉桩挤土效应的模型试验研究. 岩土力学, 2000, 21(3) : 235-238

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