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1982. A double memory model with multiple mechanisms for cyclic soil behaviour. Int. Symp. Num. Mod. Geomech, pp. 3–13. , Clouteau, D. and Modaressi, A. 2004. Three-dimensional periodic model for the simulation of vibration induced by high-speed trains. Italian Geotech. Review. Clouteau D. 2000. 2, Ecole Centrale de Paris, Châtenay Malabry, France. Cuellar, V. & Vadillo, S. 2003. Instrumentation of a high-speed track in Spain for the European Supertrack. Proc. 3rd World Cong. on Railway Research, Edinburgh, Scotland, Sept.
For railway problematic, it seems to be absolute heaving during frost period which is the worrying parameter. 7 ϩ 10), is not directly transposed to the railway field because radiative exchanges are very different from the ones on pavements. Relationships have been highlighted from two railway test beds, but a sole equation could not be determined. Additional measurements are planned on railway lines to determine a more realistic relationship. 3 Physical properties of ballast Thermal behaviour of ballast is one of the most important parameters for the definition of the frost design method (fundamental coefficient with a significant incidence in thermal modelling).
1 Principle The mechanical behavior of the structure during the thaw period is checked by limiting the increased stress in the pavement structure to about 5% over the normal situation other than the frost/thaw season. During the thawing phase, calculation realized with Alizé-LCPC software (multi-layer linear elastic analysis), is based on the following hypotheses: – the modulus of the thawed subgrade layer is taken as equal to E(PFi)/l0; – the modulus of the remainded subgrade is that of the subgrade outside frost/ thaw period, – the top and bottom interfaces of the thawed layers are bonded; – the mechanical characteristics of the layer of thawed soil during the thaw period are taken as constant throughout the duration of thawing.