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Information on didactic, research and institutional assignments on this page are certified by the University; more information, prepared by the professor, are available on the personal web page and in the curriculum vitae indicated on this webpage.
Information on professor
ProfessorDi Prisco Claudio Giulio Mario
QualificationFull professor full time
Belonging DepartmentDipartimento di Ingegneria Civile e Ambientale
Scientific-Disciplinary SectorICAR/07 - Geotechnics
Curriculum Vitae--
OrcIDhttps://orcid.org/0000-0002-9245-6587

Contacts
Professor's office hours
DepartmentFloorOfficeDayTimetableTelephoneFaxNotes
DICA1--FridayFrom 15:00
To 17:00
------
E-mailclaudio.diprisco@polimi.it
Professor's personal website--

Data source: RE.PUBLIC@POLIMI - Research Publications at Politecnico di Milano

List of publications and reserach products for the year 2022 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Conference proceedings
The MoRe Guidelines for Monitoring of Transport Infrastructures (Show >>)
Wind Tower FRC Foundations: Research and Design (Show >>)
Journal Articles
Experimental tests on shallow foundations of onshore wind turbine towers (Show >>)
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations (Show >>)


List of publications and reserach products for the year 2021 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Conference proceedings
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems (Show >>)
A New Constitutive Approach for Simulating Solid- to Fluid-like Phase Transition in Dry and Saturated Granular Media (Show >>)
Analisi sperimentale della risposta meccanica di micropali soggetti a prove di sfilamento (Show >>)
Dispositivi per il monitoraggio delle proprietà chemo-idrauliche dei diaframmi plastici (Show >>)
Modelling the Development of Settlements of Earth Embankments on Piled Foundations (Show >>)
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes (Show >>)
Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes (Show >>)
Journal Articles
A procedure to estimate cutoff wall transport properties from monitoring wells (Show >>)
DEM numerical tests on dry granular specimens: the role of strain rate under evolving/unsteady conditions (Show >>)
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling (Show >>)
Investigating the influence of block rotation and shape on the impact process (Show >>)
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions (Show >>)
Progressive failure in elastic-viscoplastic media: from theory to practice (Show >>)


List of publications and reserach products for the year 2020 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Contributions on scientific books
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations (Show >>)
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation (Show >>)
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures (Show >>)
Conference proceedings
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls (Show >>)
Journal Articles
A displacement based approach for reinforced tunnel faces under undrained conditions (Show >>)
Modelling phase transition in granular materials: From discontinuum to continuum (Show >>)
Saturated granular flows: constitutive modelling under steady simple shear conditions (Show >>)


List of publications and reserach products for the year 2019 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Conference proceedings
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction (Show >>)
Influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils (Show >>)
Influence of the fibreglass reinforcement stiffness on the mechanical response of deep tunnel fronts in cohesive soils under undrained conditions (Show >>)
Journal Articles
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements (Show >>)
Mathematical modelling of the mechanical response of earth embankments on piled foundations (Show >>)
Mechanical interpretation of dry granular masses impacting on rigid obstacles (Show >>)
Micromechanical investigation of grouting in soils (Show >>)
Numerical analysis of wetting-induced instabilities in partially saturated soils under plane strain conditions (Show >>)
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials (Show >>)
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 (Show >>)
Three dimensional steady-state locus for dry monodisperse granular materials: DEM numerical results and theoretical modelling (Show >>)


List of publications and reserach products for the year 2018 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Conference proceedings
INFLUENZA DELLA STORIA DI CARICO ORIZZONTALE SULLA RESISTENZA A SFILAMENTO DI PALI IN SABBIA (Show >>)
Numerical investigation on the influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils (Show >>)
Journal Articles
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve (Show >>)
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils (Show >>)
Fluid–solid transition in unsteady, homogeneous, granular shear flows (Show >>)
Impact forces of granular flows on rigid structures: Comparison between discontinuous (DEM) and continuous (MPM) numerical approaches (Show >>)
Model-based interpretation of undrained creep instability in loose sands (Show >>)
manifesti v. 3.5.1 / 3.5.1
Area Servizi ICT
30/11/2022