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Publikováno v: Bose, T, Zania, V & Levenberg, E 2021, Numerical analysis of ballastless asphalt tracks subjected to dynamic loads . in Challenges and Innovations in Geomechanics : IACMAG 2021 . Springer, Lecture Notes in Civil Engineering, vol. 126, pp. 249-257, 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Torino, Italy, 30/08/2022 . https://doi.org/10.1007/978-3-030-64518-2_30

This study presented the results of numerical analyses for a ballastless asphalt track. The asphalt layer was modelled as a linear viscoelastic (LVE) solid that was resting on an unbound granular layer (UGL) simulated as a non-linear (stress-state de

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______1202::0b5d468719039770b9881ceabffb28e3
https://orbit.dtu.dk/en/publications/93b0e527-12a2-47b7-8256-008780ccf15e

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Characterization in one-dimensional compression of a Danish Paleogene Clay

Autor: Di Remigio, G., Rocchi, I., Zania, V.

Publikováno v: Di Remigio, G, Rocchi, I & Zania, V 2021, ' Characterization in one-dimensional compression of a Danish Paleogene Clay ', IOP Conference Series: Earth and Environmental Science, vol. 710, no. 1, 012014 . https://doi.org/10.1088/1755-1315/710/1/012014

The North Sea Basin is characterized by the presence of highly plastic, stiff Paleogene clays sedimented between 65.5 and 43 millions of years ago. During the Quaternary Period, this area underwent a series of cyclic glaciations that overconsolidated

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______1202::5af32cb172151dba10df3724c0a382c9
https://orbit.dtu.dk/en/publications/b98f7144-ee0b-496e-9a98-f604d2add6b7

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