Prototype Site Cyclic Loading Experiments of the Reinforced Cushion Constructed by Geocell and Geotextile

Shun Haoo Jin; Jun Zhe Liu

doi:10.4028/www.scientific.net/AMM.438-439.1385

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Prototype Site Cyclic Loading Experiments of the...

Prototype Site Cyclic Loading Experiments of the Reinforced Cushion Constructed by Geocell and Geotextile

Abstract:

In this study, prototype site cyclic loading experiments were carried out on the reinforced cushions constructed by geoocell and geotextile to confirm the stability of reinforced ground. The experiment reinforced grounds by some methods are constructed continuously in the site. The cycle loading is given by the load vehicle on the ground. As the results, the reinforcing effect of combination geocell with geotextile cushion was similar to that of combination geocell with geogrid cushion.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1385-1388

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1385

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Online since:

October 2013

Authors:

Shun Haoo Jin, Jun Zhe Liu

Keywords:

Geocell, Geotextile, Reinforced Cushion

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References

[1] Sitharam, et al, Model studies of a circular footing supported on geocell-reinforced clay, Canadian Geotechnical Journal, 42 (2005) 693-703.

DOI: 10.1139/t04-117

Google Scholar

[2] S. K. Dash, S. Sireesh, G. T. Sitharam, Model studies on footing supported on geocell-reinforced sand underlain by soft clay, Geotextiles and Geomembranes, 21 (2003) 197-219.

DOI: 10.1016/s0266-1144(03)00017-7

Google Scholar

[3] T. Ajili, et al, Experimental study on bearing capacity of geocell-reinforced soil, new horizons in earth reinforcement, in: Proc. 5th Int. Sympo. Earth Reinforcement, (2007) 539-544.

DOI: 10.1201/9781003416753-100

Google Scholar