Analytical Solution of 1-D Viscoelastic Consolidation of Soft Soils with Fractional Maxwell Model

Ya Peng Zhang; Feng Gao

doi:10.4028/www.scientific.net/AMM.157-158.419

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 157-158Analytical Solution of 1-D Viscoelastic...

Analytical Solution of 1-D Viscoelastic Consolidation of Soft Soils with Fractional Maxwell Model

Abstract:

Considering the rheological characteristics of soil, think the fractional maxwell with viscoelastic model can be described, the fractional maxwell model into integral form of saturated soft soil layer, the one dimensional compression, through the Laplace transform problems get instantaneous loading and single stage, the analytical solution of the loading conditions.

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Periodical:

Applied Mechanics and Materials (Volumes 157-158)

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419-423

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.157-158.419

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Online since:

February 2012

Authors:

Ya Peng Zhang, Feng Gao

Keywords:

Analytical Solution, Fractional Maxwell Model, Laplace Transform, One Dimensional Compression

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