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Titolo Data di pubblicazione Autori File
Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results In corso di stampa V. MangravitiL. FlessatiC. di Prisco
Limits of Current Design Approaches in the Analysis of Wind Turbine Foundations 1-gen-2024 Colombo M.Martinelli P.Dal Lago B.di Prisco M.
A New Strategy for Mitigating Pipeline Uplift in Liquefied Soils 1-gen-2023 di Prisco, C +
Progressive Failure in Viscoplastic Materials: The Case of Creeping Landslides 1-gen-2023 L. FlessatiC. di Prisco
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness 1-gen-2022 L. FlessatiC. di PriscoM. CoriglianoV. Mangraviti
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations 1-gen-2022 Martinelli P.Flessati L.Dal Lago B.di Prisco C.di Prisco M. +
Wind Tower FRC Foundations: Research and Design 1-gen-2022 di Prisco M.di Prisco C.Martinelli P.Flessati L.Colombo M.Zani G. +
Computational methods 1-gen-2022 C. di PriscoE. BilottaC. CallariL. Flessati +
Experimental tests on shallow foundations of onshore wind turbine towers 1-gen-2022 Dal Lago B.Flessati L.Marveggio P.Martinelli P.di Prisco C.di Prisco M. +
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco-elastic-plastic constitutive relationship 1-gen-2022 P. MarveggioI. RedaelliC. di Prisco
Risk management in tunnelling 1-gen-2022 C. di PriscoL. Flessati +
Assessment of excavation-related hazards and design of mitigation measures 1-gen-2022 C. di PriscoC. CallariM. BarberoE. BilottaL. FlessatiA. Luciani +
The MoRe Guidelines for Monitoring of Transport Infrastructures 1-gen-2022 Limongelli M. P.Gentile C.Biondini F.di Prisco M.Ballio F.Belloli M.Resta F. +
Analisi sperimentale della risposta meccanica di micropali soggetti a prove di sfilamento 1-gen-2021 S. AlbertiM. M. SecondiG. Della VecchiaC. di Prisco +
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling 1-gen-2021 Redaelli I.di Prisco C.Calvetti F.
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 1-gen-2021 K. BoschiC. di PriscoL. Flessati +
A procedure to estimate cutoff wall transport properties from monitoring wells 1-gen-2021 Guida, Giuliadi Prisco, ClaudioDella Vecchia, Gabriele +
Modelling the Development of Settlements of Earth Embankments on Piled Foundations 1-gen-2021 V. MangravitiL. FlessatiC. di Prisco
Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes 1-gen-2021 Redaelli I.Marveggio P.di Prisco C.
Progressive failure in elastic-viscoplastic media: from theory to practice 1-gen-2021 L. FlessatiC. di Prisco
Investigating the influence of block rotation and shape on the impact process 1-gen-2021 Dattola G.di Prisco C. +
DEM numerical tests on dry granular specimens: the role of strain rate under evolving/unsteady conditions 1-gen-2021 Redaelli I.di Prisco C.
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions 1-gen-2021 L. FlessatiC. di PriscoF. Callea
Dispositivi per il monitoraggio delle proprietà chemo-idrauliche dei diaframmi plastici 1-gen-2021 G. Della VecchiaC. di Prisco +
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 1-gen-2021 C. di PriscoL. Flessati
A New Constitutive Approach for Simulating Solid- to Fluid-like Phase Transition in Dry and Saturated Granular Media 1-gen-2021 Marveggio P.Redaelli I.di Prisco C.
Modelling phase transition in granular materials: From discontinuum to continuum 1-gen-2020 Vescovi D.Redaelli I.di Prisco C.
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 1-gen-2020 di Prisco C.Flessati L.Galli A.MANGRAVITI, VIVIANA
Saturated granular flows: constitutive modelling under steady simple shear conditions 1-gen-2020 Vescovi, DalilaMarveggio, Pietrodi Prisco, Claudio Giulio
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 1-gen-2020 BOSCHI, KATIAdi Prisco C.Flessati L.Galli A.Tomasin M.
A displacement based approach for reinforced tunnel faces under undrained conditions 1-gen-2020 Luca FlessatiClaudio di Prisco +
Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach 1-gen-2020 L. FlessatiC. di Prisco
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls 1-gen-2020 Scelsi G.Della Vecchia G.di Prisco C. +
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 1-gen-2020 Redaelli I.di Prisco C.Calvetti F.
Mathematical modelling of the mechanical response of earth embankments on piled foundations 1-gen-2019 di Prisco, ClaudioFlessati, LucaFrigerio, GabrieleGalli, Andrea
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction 1-gen-2019 Galli A.Di Prisco C.
Numerical analysis of wetting-induced instabilities in partially saturated soils under plane strain conditions 1-gen-2019 di Prisco C. +
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials 1-gen-2019 Sanavia L.di Prisco C.Pisano F. +
Three dimensional steady-state locus for dry monodisperse granular materials: DEM numerical results and theoretical modelling 1-gen-2019 Redaelli I.di Prisco C.
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 1-gen-2019 di Prisco C.Flessati L. +
Micromechanical investigation of grouting in soils 1-gen-2019 Boschi K.di Prisco C.Ciantia M. O.
Influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils 1-gen-2019 Di Prisco C.Flessati L. +
Influence of the fibreglass reinforcement stiffness on the mechanical response of deep tunnel fronts in cohesive soils under undrained conditions 1-gen-2019 Di Prisco C.Flessati L. +
Mechanical interpretation of dry granular masses impacting on rigid obstacles 1-gen-2019 Calvetti F.di Prisco C.Redaelli I.SGANZERLA, ANNAVairaktaris E.
Simulazione numerica del processo di consolidazione durante lo scavo di gallerie profonde in materiali coesivi e influenza del tempo di scavo sulla curva caratteristica del fronte 1-gen-2019 di PriscoFlessati Luca +
Impact forces of granular flows on rigid structures: Comparison between discontinuous (DEM) and continuous (MPM) numerical approaches 1-gen-2018 Redaelli I.di Prisco C.Simonini P. +
Fluid–solid transition in unsteady, homogeneous, granular shear flows 1-gen-2018 Vescovi, DalilaBerzi, Diegodi Prisco, Claudio
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 1-gen-2018 Di Prisco, ClaudioFlessati, LucaFrigerio, Gabriele +
Model-based interpretation of undrained creep instability in loose sands 1-gen-2018 Pisano F.Di Prisco C.Buscarnera G. +
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 1-gen-2018 Di Prisco, ClaudioFlessati, LucaFrigerio, GabrieleCastellanza, RiccardoCaruso, MarcoGalli, Andrea +
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