Pavement Design Reinforced Base Researches

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

doi:10.4028/www.scientific.net/AMM.835.478

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 835Pavement Design Reinforced Base Researches

Pavement Design Reinforced Base Researches

Abstract:

Stamp tests results of the two-layer basis from the crushed stone and sand reinforced by geogrid with steel fibers in a plastic shell are given in report. Deformation characteristics of the reinforced design are received. Experimentally established deflections of the reinforced basis are compared with the results received theoretically. Thus the reinforced layer of crushed stone is considered as a multilayered plate on the elastic basis. Bubnov-Galerkin's method of calculation is used. Satisfactory coincidence of theoretical and experimental results is received. The effect of reinforcement on deflections is established.

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Periodical:

Applied Mechanics and Materials (Volume 835)

Pages:

478-483

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.835.478

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Online since:

May 2016

Authors:

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

Keywords:

Effect of Reinforcement, Geogrid, Multilayered Plate, Pavement Design, Reinforcement

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References

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