Linearization of a Viscoelastic Model for Light-Weight Embankment

Haissam El Ghoche

doi:10.4028/www.scientific.net/AMR.324.368

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 324Linearization of a Viscoelastic Model for...

Linearization of a Viscoelastic Model for Light-Weight Embankment

Abstract:

A new process of light-weight embankment by using parallelepipedal blocks which made up of plastic films in order to obtain a density of 0.4, 0.5 or 0.6. The experimental and theoretical studies of this material enabled us to elaborate a nonlinear viscoelastic model. It shows clearly the real behavior, but it needs the identification of a great number of parameters. The purpose of this paper is to simplify the model by linearzing it. This linearization was carried out for a specific density (0.6) in two ways: - Adoption of linear forms of the elastic and delayed deformations according to the stress. - Adoption of a linear form of the elastic deformation and a constant delayed one (linear viscoelasticity). The comparison between experience and theory shows that the linear model describes the reality in a field of stresses which can reach 200 kPa.

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Periodical:

Advanced Materials Research (Volume 324)

Pages:

368-371

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.324.368

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Online since:

August 2011

Authors:

Haissam El Ghoche

Keywords:

Behavior Law, Light-Weight Embankment, Linearization, Viscoelastictiy

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References

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DOI: 10.1051/geotech/1994066057

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DOI: 10.1051/geotech/1994066057

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