Two soft offshore clays, recovered from the Adriatic shelf and the Tyrrhenian shelf margin (Italy), were subjected to cyclic simple shear tests. The influence of the cyclic shear strain amplitude as well as of vertical stress, void ratio and stress history on stiffness and damping properties of the soils, in a wide strain range (i.e. from 10-4 % to more than 1%), is examined and discussed. The role of soil structure on the cyclic behavior is also explored. © 2016, IMEKO-International Measurement Federation Secretariat. All rights reserved.
Cyclic behavior of soft offshore clays at small to large strains / Pagliaroli, Alessandro; Avalle, Alessandra; Tommasi, Paolo; Budillon, Francesca; Lanzo, Giuseppe. - ELETTRONICO. - (2016), pp. 168-174. (Intervento presentato al convegno 1st IMEKO TC4 International Workshop on Metrology for Geotechnics, MetroGeotechnics 2016 tenutosi a Benevento nel 2016).
Cyclic behavior of soft offshore clays at small to large strains
LANZO, Giuseppe
2016
Abstract
Two soft offshore clays, recovered from the Adriatic shelf and the Tyrrhenian shelf margin (Italy), were subjected to cyclic simple shear tests. The influence of the cyclic shear strain amplitude as well as of vertical stress, void ratio and stress history on stiffness and damping properties of the soils, in a wide strain range (i.e. from 10-4 % to more than 1%), is examined and discussed. The role of soil structure on the cyclic behavior is also explored. © 2016, IMEKO-International Measurement Federation Secretariat. All rights reserved.| File | Dimensione | Formato | |
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