Comparative Analysis of Different Types of Rigid-Pile-Reinforced Embankments

Wen Feng Huang; Hai Hong Mo; Ying Guang Fang

doi:10.4028/www.scientific.net/AMR.712-715.845

Paper Titles

Research on the Architectures and Murals of DongYue Temple in Jin Memorial Temple
p.827

Gymnasium Building Materials Performance-Type Research
p.831

Interactive Analysis between Steel-Concrete Composite Deep Beam and Steel Frame
p.835

Study on Humanization Design of Overall Kitchen
p.842

Comparative Analysis of Different Types of Rigid-Pile-Reinforced Embankments
p.845

Study on the LED Media Facade in Urban Space Using Analysis
p.850

Study of Seismic Inversion Technology Forecasting Sandstone Waterborne of Coal Roof
p.854

The Study on the Warm Mix Asphalt Mixture Ratio
p.858

Research on Longitudinal Cracking Behavior of Prestressed Cconcrete Hollow Slab due to Cyclic Loading Experiment
p.865

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 712-715Comparative Analysis of Different Types of...

Comparative Analysis of Different Types of Rigid-Pile-Reinforced Embankments

Abstract:

Due to the fact that the large bending moment and shearing force distributes at the upper-side pile of the available piled embankments when the embankment fill is thick, a rigid grid-pile composite foundation is presented. Using a comparative analysis, the force behaviors for the middle pile, side pile and geogrid in different types of rigid-pile-reinforced embankments are investigated. The research shows that the tension distributing in geogrid decreases by the setting of the pile head or the rigid grid. The setting of the rigid grid contributes obviously to decreasing the bending moment and shearing force at the upper-side pile.

You might also be interested in these eBooks

Advances in Manufacturing Science and Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 712-715)

Pages:

845-849

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.712-715.845

Citation:

Cite this paper

Online since:

June 2013

Authors:

Wen Feng Huang, Hai Hong Mo, Ying Guang Fang

Keywords:

Comparative Analysis, Composite Foundation, Embankment, Geogrid, Tension

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] WU Si-yu, LIU Hua-bei, Quasi-static calculation method for seismic response of rigid pile composite foundation Chinese J. of Geotechnical Eng. Vol. 31(11)(2009), pp.1723-1728. (in Chinese))

Google Scholar

[2] van Eekelen, S.J.M., Bezuijen, A. and van Tol, A.F., Analysis and modification of the BritishStandard BS8006 for the design of piled embankments , Geotext. Geomembranes Vol.29(3) (2011), p.345–359.

DOI: 10.1016/j.geotexmem.2011.02.001

Google Scholar

[3] Mo, H.H., Huang, W.F. and Fang, Y.Q., Influence of Different Pile Lengths on Rigid Grid-pile Reinforced Subgrade without Bearing Stratum Penetration, Chinese J. Rock Mechanics Eng. 31(S2)(2012), 4352-4358. (in Chinese)

Google Scholar

[4] Jones, B.M., Plaut, R.H. and Filz, G.M., Analysis of geosynthetic reinforcement in pile-supported embankments. Part I: 3D plate model, Geosynthetics Int. 17(2)(2010), p.59–67.

DOI: 10.1680/gein.2010.17.2.59

Google Scholar

[5] Wang J., Mo H.H., and Chen J. S. , et al., Computer processing technical analysis on consolidation microscopic image of soft soil, J. Inform Computer Sci Vol. 9 (2012), pp.2465-2473.

Google Scholar