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      Viscoroute 2.0: a tool for the simulation of moving load effects on asphalt pavement

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          Abstract

          As shown by strains measured on full scale experimental aircraft structures, traffic of slow-moving multiple loads leads to asymmetric transverse strains that can be higher than longitudinal strains at the bottom of asphalt pavement layers. To analyze this effect, a model and a software called ViscoRoute have been developed. In these tools, the structure is represented by a multilayered half-space, the thermo-viscoelastic behaviour of asphalt layers is accounted by the Huet-Sayegh rheological law and loads are assumed to move at constant speed. First, the paper presents a comparison of results obtained with ViscoRoute to results stemming from the specialized literature. For thick asphalt pavement and several configurations of moving loads, other ViscoRoute simulations confirm that it is necessary to incorporate viscoelastic effects in the modelling to well predict the pavement behaviour and to anticipate possible damages in the structure.

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          Most cited references6

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          Coupled size and boundary-condition effects in viscoelastic heterogeneous and composite bodies

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            Pavement Strain from Moving Dynamic 3D Load Distribution

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              The stress produced by a pulse of pressure moving along the surface of a semi-infinite solid

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                Author and article information

                Journal
                11 May 2010
                Article
                1005.1763
                5706af1f-4ef7-4c46-a899-16f81937cc84

                http://arxiv.org/licenses/nonexclusive-distrib/1.0/

                History
                Custom metadata
                RMPD Special Issue on Recent Advances in Numerical Simulation of Pavements (2010) 27 pages
                27 pages, status in Press
                physics.comp-ph
                ccsd

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