Shake‐table investigation of scoured RC pile‐group‐supported bridges in liquefiable and nonliquefiable soils
This paper presents results of one‐g shake‐table tests on scoured pile‐group‐supported
bridge models in saturated (liquefiable) and dry (nonliquefiable) sands. The primary …
bridge models in saturated (liquefiable) and dry (nonliquefiable) sands. The primary …
Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study
In the engineering geology field increased attention has been posed in recent years to
potential liquefaction mitigation interventions in susceptible sand formations. In silty sands …
potential liquefaction mitigation interventions in susceptible sand formations. In silty sands …
[HTML][HTML] Sediment stacking pattern effect on sand liquefaction inferred from full-scale experiments in the Emilia alluvial plain (Italy)
The geometry and the depositional configuration of sand bodies affected by the 2012 Emilia
earthquakes (Bondeno site, northern Italy) were reconstructed and the role of the sediment …
earthquakes (Bondeno site, northern Italy) were reconstructed and the role of the sediment …
[HTML][HTML] Fines content determination through geotechnical and geophysical tests for liquefaction assessment in the Emilia alluvial plain (Ferrara, Italy)
The influence of the fines content on the cyclic resistance has been widely studied and the
importance of the determination of this parameter from different geotechnical tests has been …
importance of the determination of this parameter from different geotechnical tests has been …
Liquefied sites of the 2012 Emilia earthquake: a comprehensive database of the geological and geotechnical features (Quaternary alluvial Po plain, Italy)
This paper presents a comprehensive geological and geotechnical study of the whole area
affected by liquefaction following the 2012 Emilia earthquakes, including all the available …
affected by liquefaction following the 2012 Emilia earthquakes, including all the available …
Sand liquefaction induced by a blast test: new insights on source layer and grain-size segregation mechanisms (Late Quaternary, Emilia, Italy)
The composition and texture of liquefied sands represent an important tool for the
recognition of buried source layers and for a better understanding of earthquake-induced …
recognition of buried source layers and for a better understanding of earthquake-induced …
Preliminary analyses of an innovative soil improving system by sand/gravel injections–Geotechnical and geophysical characterization of a first test site
Several soil improving systems are available to increase the geotechnical properties of low
resistance soils and increase the stability of overlaying constructions. Most of the already …
resistance soils and increase the stability of overlaying constructions. Most of the already …
Comparative study of CPTU and SDMT in liquefaction-prone silty sands with ground improvement
Abstract Following the 2012 Emilia-Romagna seismic sequence, widespread liquefaction of
silty sands was observed, providing the opportunity to enhance our knowledge of the …
silty sands was observed, providing the opportunity to enhance our knowledge of the …
Liquefaction assessment of gravelly soils: the role of in situ and laboratory geotechnical tests through the case study of the Sulmona basin (Central Italy)
Even though liquefaction in gravelly soil is well documented in many earthquakes since
1891, most of the “simplified procedures” and national buildings codes still consider only …
1891, most of the “simplified procedures” and national buildings codes still consider only …
Estimation of tensile mechanical parameters of existing masonry through the analysis of the collapse of Volterra's urban walls
ML Puppio, L Giresini - Frattura e Integrita Strutturale, 2019 - arpi.unipi.it
In this work, numerical analyses on the Volterra's ancient walls are performed to understand
the causes of a collapse occurred after an extreme rainfall (2014) and to identify the …
the causes of a collapse occurred after an extreme rainfall (2014) and to identify the …