GOBBI , Stefania

The 1DT-3C approach is proposed for bridge modeling, taking into account the spatial variability of the incident seismic motion directly, in the integration of the dynamic equilibrium equation of the soil-bridge system, considering site effects and soil-structure interaction. The proposed modeling technique ensures a considerable gain in...

L'approche 1DT-3C est proposée pour modéliser un pont en tenant compte de la variabilité spatiale du mouvement sismique incident directement dans l'intégration de l'équation de l'équilibre dynamique du système sol-pont, en considérant les effets de site et l'interaction sol-structure. La technique de modélisation proposée assure un gain...

The mechanical behavior of binary granular mixtures strongly depends on their initial packing density, stress level, fine content, particle size distribution, mineralogy, and shape. This research aims to investigate the effect on the mechanical behavior of fine-sand mixtures of fine particle fraction through various features: grain size...

During recent seismic events, such as 2010 Darfield and 2016 Ecuador earthquakes, widespread liquefaction has been observed in sand deposits with silt content. Nevertheless, the presence of non-plastic fines implies variable liquefaction resistance of sands. The goal of this research is the assessment of the influence of non-plastic fines and...

Characterizing the potential effect of local site conditions on the amplification of ground motions is a critical aspect of seismic hazard and risk assessment. The aim of this study is to investigate the reliability and the limit of using the average shear wave velocity in the upper 30 m of the soil profile vs,30 , as single proxy, to...

The mechanical behavior of binary granular mixtures strongly depends on their initial packing density, stress level, fine content, particle size distribution, mineralogy, and shape. This research aims to investigate the effect on the mechanical behavior of fine-sand mixtures of fine particle fraction through various features: grain size...

International audience

During recent seismic events, such as 2010 Darfield and 2016 Ecuador earthquakes, widespread liquefaction has been observed in sand deposits with silt content. Nevertheless, the presence of non-plastic fines implies variable liquefaction resistance of sands.The goal of this research is the assessment of the influence of non-plastic fines and...