TESTS ON EXCESS PORE WATER PRESSURE INDUCED BY DRIVING GROUP PRESTRESSED TUBULAR CONCRETE PILES

Yu Chuang; Du Guangyin; Liu Songyu

doi:10.13204/j.gyjz200908018

Volume 39 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(8): 69-71,100

Yu Chuang, Du Guangyin, Liu Songyu. TESTS ON EXCESS PORE WATER PRESSURE INDUCED BY DRIVING GROUP PRESTRESSED TUBULAR CONCRETE PILES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 69-71,100. doi: 10.13204/j.gyjz200908018

Citation:

Yu Chuang, Du Guangyin, Liu Songyu. TESTS ON EXCESS PORE WATER PRESSURE INDUCED BY DRIVING GROUP PRESTRESSED TUBULAR CONCRETE PILES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 69-71,100. doi: 10.13204/j.gyjz200908018

Citation:

PDF( 0 KB)

TESTS ON EXCESS PORE WATER PRESSURE INDUCED BY DRIVING GROUP PRESTRESSED TUBULAR CONCRETE PILES

doi: 10.13204/j.gyjz200908018

1.
1. College of Architecture and Civil Engineering,Wenzhou University,Wenzhou 325005,China;
2.
2. Institute of Geotechnical Engineering,Southeast University,Nanjing 210096,China

Received Date: 2009-02-23
Publish Date: 2009-08-20

Abstract

Abstract

In marine soft ground,the prestressed tubular concrete pile(PTC Pile) driven by hammering method induces the increase in excess pore water pressure(EPWP).The following results are obtained by field test.The excess pore water pressure increases with time during pile installation and dissipates with time after installation.The maximum EPWP reaches as high as 80 kPa.The dissipation time of excess pore pressure varies with the time and the distance from the pile.As 1 month elapsed after installation,the residual EPWP remains still with the value in the range of 10 to 20 kPa.The accumulations of EPWP in group piles driving cause the high level stress in the ground.Therefore,the rational measures for controlling the excess pore water pressure pile installation should be taken during installation of group piles.
- excess pore water pressure,
- PTC piles,
- marine soft soil

FullText(HTML)

References(7)

References

阮起楠.预应力混凝土管桩[M].北京:中国建材工业出版社,1999;

[2] 史佩栋.实用桩基工程手册[M].北京:中国建筑工业出版社,1999;

[3] 曾应斌,铁天石.预制桩的设计与施工[M].北京:中国铁道出版社,1986;

[4] Randloph M F,Cater J P,Wroth C P.Driven Pile in Clay-the Effects ofin Stallation and Subsequent Consolidation[J].Geotechnique,1979,129(4):361-393;

[5] Pestana J M,Christopher E,Hunt A M,et al.Soil Deformation andExcess Pore Pressure Field Around a Closed-Ended Pile[J].Journal ofGeotechnical and Geoenvironmental Engineering,2002,128(1):1-12;

[6] 唐世栋,何连声,傅纵.软土地基中单桩施工引起的超孔隙水压力[J].岩土力学,2002,23(6):725-729,732;

[7] 余闯,刘松玉,杜广印.预应力薄壁管桩在公路软基处理中应用的试验研究[J].工程勘察,2008,233(12):1-3.

Relative Articles

Supplements(0)

Cited By

Proportional views