Model Test Research on Mechanism of Geogrid-Reinforced and Pile-Supported Embankment

Chao Zhang; Wei Wu; Rong Jun Chen

doi:10.4028/www.scientific.net/AMM.94-96.697

Paper Titles

Experiment and Numerical Study on Shear Capacity of RC Beams
p.674

Calculation of Shear Lag in Cantilever Box Girder with Constant Depth
p.679

Analysis for the Stability of Irregular Wedge on Slope and its Engineering Application
p.686

Different Geological Conditions Affect the Results of Low Strain Integrity Testing of Piles
p.692

Model Test Research on Mechanism of Geogrid-Reinforced and Pile-Supported Embankment
p.697

A Method of Investigation of Fracture Ratio of Rock Based on Digital Image Analysis
p.702

Analysis of Problems of Unsafe Drinking Water in Rural Areas in China
p.706

Investigation of Seismic Isolated Technology in Steel Structure Residence
p.710

Damage Identification of a Beam-Like Structure Using Element Modal Strain Energies and Natural Frequencies
p.718

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Model Test Research on Mechanism of...

Model Test Research on Mechanism of Geogrid-Reinforced and Pile-Supported Embankment

Abstract:

It has studied the characteristics of the work force of the geogrid-reinforced and pile-supported foundation through eight loading model tests, and analyzed the effects that varied pile spacing, reinforced floors, the paving position of the reinforcement have had on the stress concentration ratio of the pile to the soil of the geogrid-reinforced and pile-supported foundation, the pile axial force, the tension of geogrid.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

697-701

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.697

Citation:

Cite this paper

Online since:

September 2011

Authors:

Chao Zhang, Wei Wu, Rong Jun Chen

Keywords:

Geogrid, Model Test, Pile, Reinforcement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Weiguo Rao. Settlement mechanism and design method of pile-net composite foundation[D]. Beijing: Beijing Jiao Tong University, 2002.

Google Scholar

[2] Giroud, J.P. and Han, J., Design method for geogrid-reinforced unpaved roads –Part I: theoretical development, Journal of Geotechnical and Geoenvironmental Engineering, 130(8), 776-786.，ASCE，2004.

DOI: 10.1061/(asce)1090-0241(2004)130:8(775)

Google Scholar

[3] Giroud, J.P. and Han, J., Design method for geogrid-reinforced unpaved roads –Part II: calibration and verification, Journal of Geotechnical and Geoenvironmental Engineering, 130(8), 787-797. ASCE，2004.

DOI: 10.1061/(asce)1090-0241(2004)130:8(787)

Google Scholar

[4] J.G. Collin, C.H. Watson, and J. Han，Column-Supported Embankment Solves Time Constraint for New Road Construction，Foundation Engineering, ASCE，2005.

DOI: 10.1061/40777(156)7

Google Scholar

[5] Feng Xu, Renpeng Chen, Yunmin Chen, Lixin Xu. Analysis of pile-supported embankments [J]. Journal of Zhejiang University( Engineering Science), 2005.09, Vol.39, No.9.

Google Scholar