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, rheologyReferences
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Authors
Sławomir KaraśRoad and Bridge Chair; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-0626-5582
Authors
Magdalena SaweckaRoad and Bridge Chair; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
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