Character and Dimension Effect of Long Spiral Mud-Jack Bored Pile’s Pressure-Settlement Curve

De Quan Zhou; Huan Jie Tan

doi:10.4028/www.scientific.net/AMM.170-173.880

Paper Titles

The Numerical Simulation and Quantitative Study of Testing the Segregation Pile with the Low Strain Method
p.863

Slope Stability Evaluation Based on Projection Pursuit and Attribute Mathematics
p.868

Economic and Technical Analysis of Thick Coal Seam Mining Methods
p.872

Discuss the Vibration Frequency Reflection Wave Method of Low-Strain to Complete the Influence of Pile Inspection
p.876

Character and Dimension Effect of Long Spiral Mud-Jack Bored Pile’s Pressure-Settlement Curve
p.880

Based on the Strength Reduction Slope Stability Finite Element Analysis of Engineering Examples
p.885

Wetting-Drying Effect of Expansive Soils and its Influence on Slope Stability
p.889

Influence Elements and Stability Analysis of Bedding Landslide in Strong Rainfall Condition
p.894

Research on Fatigue Accumulative Damage of Expansive Soil in the Alternation of Wetting-Drying Environment
p.898

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Character and Dimension Effect of Long Spiral...

Character and Dimension Effect of Long Spiral Mud-Jack Bored Pile’s Pressure-Settlement Curve

Abstract:

With the static load tests of seven piles under the clinic building of the first people hospital in Chang-De city, the character and dimension effect of long spiral mud-jack bored pile’s pressure~settlement curve is analyzed.The result of study shows that the curve may be simulated by Duncan-Chang model so as to obtain exact and alone ultimate load, the increasing of pile diameter can increase the capacity and reduce the settlement more than the increasing of pile length. In order to use the technique widely, the result of the paper can offer the reference in Dong-Ting area.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

880-884

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.880

Citation:

Cite this paper

Online since:

May 2012

Authors:

De Quan Zhou, Huan Jie Tan

Keywords:

Bearing Capacity of Single Pile, Comparison Experiment, Dimension Effect, Geotechnical Engineering, Long Spiral Pile

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Dequan Zhou,Keneng Zhang,Hongli Liu: submitted to Journal of Architecture Technology(2005)(in Chinese)

Google Scholar

[2] Shiren Li, Dewen Chen: submitted to Journal of Chinese Journal of Geotechnical Engineering(2001)(in Chinese)

Google Scholar

[3] Minghua Deng: submitted to Journal of HuNan Hydro & Power(2005)(in Chinese)

Google Scholar

[4] Junjie Zheng, Feng Zhu, Neizhen Yuan: submitted to Journal of Journal of HuaZhong University of Science and Technology (Nature Science) (2002)(in Chinese)

Google Scholar

[5] Xiaoping Wang, Mingyuan Zhang, Feipang Liu, Lou Zhong: submitted to Journal of Journal of WuHan University of Technology(2006)(in Chinese)

Google Scholar

[6] Technical Code for Building Pile Foundation (JGJ94-2008) (in Chinese)

Google Scholar

[7] Shubin Xie, Anning Ji, Shengxian Liao: submitted to Journal of Chinese Journal of Geotechnical Engineering(1999)(in Chinese)

Google Scholar