The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation

Sławomir Karaś


Road and Bridge Chair; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0002-0626-5582

Magdalena Sawecka


Road and Bridge Chair; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)

Abstract

In contrast to computationally advanced methods of road pavement dynamic analysis, the one-dimensional, simple method is derived on the basis of visco-elastic simple beam lying on generalized Winkler visco-elastic foundation. By virtue of least square method the visco-elastic constants could be estimated with technically admissible accuracy. The introduced method is useful enough to predict any pavement deformation process in the range of linear visco-elasticity.


Keywords:

Road pavement, visco-elasticity, rheology

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Published
2009-06-11

Cited by

Karaś, S. . and Sawecka, M. . (2009) “The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation”, Budownictwo i Architektura, 4(1), pp. 073–083. doi: 10.35784/bud-arch.2335.

Authors

Sławomir Karaś 

Road and Bridge Chair; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-0626-5582

Authors

Magdalena Sawecka 

Road and Bridge Chair; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland

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