FLESSATI, LUCA

FLESSATI, LUCA  

DIPARTIMENTO DI INGEGNERIA CIVILE E AMBIENTALE  

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Risultati 1 - 20 di 37 (tempo di esecuzione: 0.026 secondi).
Titolo Data di pubblicazione Autori File
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 1-gen-2015 CASTELLANZA, RICCARDODI PRISCO, CLAUDIO GIULIOFRIGERIO, GABRIELEFLESSATI, LUCA +
A displacement based approach for reinforced tunnel faces under undrained conditions 1-gen-2020 Luca FlessatiClaudio di Prisco +
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 1-gen-2021 C. di PriscoL. Flessati
A macroelement framework for shallow foundations including changes in configuration 1-gen-2016 FLESSATI, LUCADI PRISCO, CLAUDIO GIULIO +
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 1-gen-2018 Di Prisco, ClaudioFlessati, LucaFrigerio, Gabriele +
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
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
An innovative design approach for anchored wire meshes 1-gen-2023 Boschi, Katiadi Prisco, ClaudioFlessati, Luca
Application of an Innovative Displacement Based Design Approach for Earth Embankments on Piled Foundations 1-gen-2021 L. Flessati
Assessment of excavation-related hazards and design of mitigation measures 1-gen-2022 C. di PriscoC. CallariM. BarberoE. BilottaL. FlessatiA. Luciani +
Computational methods 1-gen-2022 C. di PriscoE. BilottaC. CallariL. Flessati +
Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach 1-gen-2020 L. FlessatiC. di Prisco
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. +
Effects of curing on the hydro-mechanical behaviour of cement-bentonite mixtures for cut-off walls 1-gen-2023 Flessati L.Della Vecchia 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 +
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. +
Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results In corso di stampa V. MangravitiL. FlessatiC. di Prisco
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. +
Mathematical modelling of the mechanical response of earth embankments on piled foundations 1-gen-2020 di Prisco, ClaudioFlessati, LucaFrigerio, GabrieleGalli, Andrea