Shake‐table investigation of scoured RC pile‐group‐supported bridges in liquefiable and nonliquefiable soils

X Wang, A Ye, Y Shang, L Zhou - Earthquake Engineering & …, 2019 - Wiley Online Library
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 …

Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study

S Amoroso, KM Rollins, P Andersen, G Gottardi… - Engineering …, 2020 - Elsevier
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 …

[HTML][HTML] Fines content determination through geotechnical and geophysical tests for liquefaction assessment in the Emilia alluvial plain (Ferrara, Italy)

F Di Buccio, C Comina, D Fontana, L Minarelli… - Soil Dynamics and …, 2023 - Elsevier
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 …

Liquefied sites of the 2012 Emilia earthquake: a comprehensive database of the geological and geotechnical features (Quaternary alluvial Po plain, Italy)

L Minarelli, S Amoroso, R Civico, PM De Martini… - Bulletin of Earthquake …, 2022 - Springer
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 …

Sand liquefaction induced by a blast test: new insights on source layer and grain-size segregation mechanisms (Late Quaternary, Emilia, Italy)

D Fontana, S Amoroso… - Journal of …, 2019 - pubs.geoscienceworld.org
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 …

Preliminary analyses of an innovative soil improving system by sand/gravel injections–Geotechnical and geophysical characterization of a first test site

C Comina, G Mandrone, A Arato, J Chicco, E Duò… - Engineering …, 2021 - Elsevier
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 …

Comparative study of CPTU and SDMT in liquefaction-prone silty sands with ground improvement

S Amoroso, MF García Martínez, P Monaco… - … of Geotechnical and …, 2022 - ascelibrary.org
Abstract Following the 2012 Emilia-Romagna seismic sequence, widespread liquefaction of
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)

N Salvatore, A Pizzi, KM Rollins… - Italian Journal of …, 2022 - pubs.geoscienceworld.org
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 …

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 …

[HTML][HTML] Sediment stacking pattern effect on sand liquefaction inferred from full-scale experiments in the Emilia alluvial plain (Italy)

L Minarelli, D Fontana, S Lugli, KM Rollins, M Stefani… - Engineering …, 2024 - Elsevier
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 …