Calculation of the Pavement Reinforced Design Using Model of Multilayered Plate on the Elastic Base

Sergey A. Matveev; E.A. Martynov; N.N. Litvinov

doi:10.4028/www.scientific.net/AMM.835.484

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 835Calculation of the Pavement Reinforced Design...

Calculation of the Pavement Reinforced Design Using Model of Multilayered Plate on the Elastic Base

Abstract:

In article the calculation model of the reinforced crushed-stone-sand basis of pavement with the variable module of elasticity changing on layer depth on exponential dependence is offered. The calculation model is based on representation of the reinforced layer of granular material as the multilayered plate consisting of any quantity of the continuous layers which are rigidly connect among themselves. The method of calculation of the reinforced bases of pavement leaning on experimental data is offered. A concrete example of calculation is reviewed.

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Periodical:

Applied Mechanics and Materials (Volume 835)

Pages:

484-488

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.835.484

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Online since:

May 2016

Authors:

Sergey A. Matveev, E.A. Martynov, N.N. Litvinov

Keywords:

Calculation Model, Crushed-Stone-Sand Basis, Geogrid, Multilayered Plate, Reinforcing

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References

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