| Nome |
# |
|
Behaviour of micropiles in heterogeneous coarse soils, file e14fb268-7b6e-3de1-e053-1705fe0ac030
|
299
|
|
Analysis of piezocone penetration under different drainage conditions with the two-phase Material Point Method, file e14fb268-bed2-3de1-e053-1705fe0ac030
|
279
|
|
MPM simulations of the impact of fast landslides on retaining dams, file e14fb26b-5ff8-3de1-e053-1705fe0ac030
|
130
|
|
Adhesive Contact Algorithm for MPM and its Application to the Simulation of Cone Penetration in Clay, file e14fb269-b886-3de1-e053-1705fe0ac030
|
114
|
|
Numerically based design of protection systems against landslides. Workshop Numeric in Geotechnology, file e14fb26a-51ff-3de1-e053-1705fe0ac030
|
107
|
|
Granular Flow Impact Forces on Protection Structures: MPM Numerical Simulations with Different Constitutive Models, file e14fb26a-b0c8-3de1-e053-1705fe0ac030
|
107
|
|
Numerical and experimental investigation of saturated granularcolumn collapse in air, file e14fb26c-e9a6-3de1-e053-1705fe0ac030
|
88
|
|
Distributed optical fibre sensing for early detection of shallow landslides triggering, file e14fb26e-f199-3de1-e053-1705fe0ac030
|
64
|
|
Safeguarding Venice from high tides: site characterization & geotechnical problems, file 01ab0261-2259-4ed7-a6b2-462abbeba2a1
|
49
|
|
Effectiveness of distributed temperature measurements for early detection of piping in river embankments, file e14fb26f-82b9-3de1-e053-1705fe0ac030
|
45
|
|
Study of the effect of the drainage conditions on the cone penetration with the Material Point Method, file e14fb268-2633-3de1-e053-1705fe0ac030
|
33
|
|
Long-term mechanical behavior of wooden pile foundation in Venice, file e14fb268-c493-3de1-e053-1705fe0ac030
|
29
|
|
Geotechnical characterization and properties of Venice lagoon heterogeneous silts., file fe29bb98-ceee-47c2-a275-fe25051b661c
|
26
|
|
Monitoring and Modeling Tidally Induced Pore-Pressure Oscillations in the Soil of St. Mark's Square in Venice, Italy, file e14fb26e-63d3-3de1-e053-1705fe0ac030
|
23
|
|
Two-phase dynamic MPM formulation for unsaturated soil, file e14fb26d-b450-3de1-e053-1705fe0ac030
|
20
|
|
Geotechnical studies to optimize the protection measures against flooding of St. Mark square (Venice, IT), file 776de0de-d13c-4420-bfda-0d838fc2e882
|
16
|
|
Shear wave velocity as function of cone penetration test measurements in sand and silt mixtures, file e14fb267-aa80-3de1-e053-1705fe0ac030
|
16
|
|
null, file e14fb26b-a91f-3de1-e053-1705fe0ac030
|
16
|
|
Characterization of geotechnical spatial variability in river embankments from spatially adjacent SCPT, file a5fd2efd-0d9b-49e2-950c-e9a15c9cb464
|
15
|
|
Effect of artificial snowing system on the stability of a ski slope in the Dolomites, file e14fb26e-fd1e-3de1-e053-1705fe0ac030
|
15
|
|
Failure of levees induced by toe uplift: Investigation of post-failure behavior using material point method, file f83dcc5e-30d2-4e32-917b-b5c96e4e17df
|
11
|
|
Effect of Animal Burrows on the Vulnerability of Levees to Concentrated Erosion, file 9f9a32bb-31c6-46eb-b258-c0d3a6b290f6
|
10
|
|
Mechanical behaviour of silty soils of the Venice lagoon as a function of their grading characteristics, file e14fb267-9172-3de1-e053-1705fe0ac030
|
10
|
|
Two-Phase Material Point Method Applied to Cone Penetration for Different Drainage Conditions, file e14fb268-25b7-3de1-e053-1705fe0ac030
|
10
|
|
Mechanical and Physical properties of a CSM cut-off/retaining wall, file e14fb267-a2a9-3de1-e053-1705fe0ac030
|
9
|
|
Evaluation of dynamic explicit MPM formulations for unsaturated soils, file e14fb26c-e814-3de1-e053-1705fe0ac030
|
9
|
|
ANALISI PREDITTIVE DEL COMPORTAMENTO IDRO-MECCANICO DI UN MODELLO DI ARGINE FLUVIALE IN CONDIZIONI DI FLUSSO TRANSITORIO, file e14fb26f-2de5-3de1-e053-1705fe0ac030
|
9
|
|
Influence of relative density and stress level on the bearing capacity of sands, file e14fb267-5fd8-3de1-e053-1705fe0ac030
|
8
|
|
Coupled thermo-hydro-mechanical analysis of Venice lagoon salt marshes, file e14fb267-61b4-3de1-e053-1705fe0ac030
|
7
|
|
null, file e14fb26b-a920-3de1-e053-1705fe0ac030
|
7
|
|
ANALISI SPERIMENTALE PER LO STUDIO DEL COMPORTAMENTO IDROMECCANICO DI UN TERRENO COSTIPATO, file e14fb26f-42b2-3de1-e053-1705fe0ac030
|
7
|
|
The Tessina Landslide, file e14fb26f-e311-3de1-e053-1705fe0ac030
|
6
|
|
Studio sui meccanismi di instabilità di pendii eterogenei con l'MPM, file df77846d-6591-4691-b6e3-ce89089e37dc
|
5
|
|
Geotechnical Analysis and Optical Fiber Based Monitoring of an existing river levee affected by piping, file e14fb26b-c097-3de1-e053-1705fe0ac030
|
5
|
|
Numerical Investigation of Failure Mechanism During Pullout of Root Inspired Anchorages, file e14fb26e-63d5-3de1-e053-1705fe0ac030
|
5
|
|
Modelling saturated soil column collapse with 2-phase 2-point material point method, file e14fb26b-418e-3de1-e053-1705fe0ac030
|
4
|
|
Learning from the past to face the future: landslides in the Piave Valley (Eastern Alps, Italy), file e14fb26d-616f-3de1-e053-1705fe0ac030
|
4
|
|
The application of the Boolean Stochastic Generation Method to model seepage under levees in heterogeneous soils, file e14fb26d-be09-3de1-e053-1705fe0ac030
|
4
|
|
The effect of heterogeneities and small cavities on levee failures: The case study of the Panaro levee breach (Italy) on 6 December 2020, file 5bddd730-3ad6-4e37-af8f-5569688e4b02
|
3
|
|
Safeguarding Venice from high tides: site characterization & geotechnical problems, file 15683ccb-24ab-4274-8772-dcc2b94eb9e6
|
2
|
|
Displacement field of a model slope from digital imaging and laser scanning, file e14fb267-9386-3de1-e053-1705fe0ac030
|
2
|
|
Secondary compression of Venice Lagoon sands and silts from CPTU, file e14fb267-a229-3de1-e053-1705fe0ac030
|
2
|
|
MPM simulations of granular column collapse with a new constitutive model for the solid-fluid transition, file e14fb26a-516c-3de1-e053-1705fe0ac030
|
2
|
|
Multidisciplinary Analysis and Modelling of a River Embankment Affected by Piping, file e14fb26b-14e6-3de1-e053-1705fe0ac030
|
2
|
|
Analisi della risposta in esercizio di un palo CFA monitorato con fibre ottiche, file e14fb26b-1f20-3de1-e053-1705fe0ac030
|
2
|
|
Saturated sand column collapse in air: comparison between MPM and coupled DEM-LBM, file e14fb26c-b102-3de1-e053-1705fe0ac030
|
2
|
|
Large Strain Analysis of Unsaturated Heterogeneous Slopes with MPM, file 4602b4e6-4835-4460-821f-7d8d037dbba8
|
1
|
|
Wetting induced instabilities in layered slopes: A Material Point Method analysis, file 78216b33-876c-4795-a9ab-d00d5947294c
|
1
|
|
Safeguarding Venice from High Tides: Site Characterization & Geotechnical Problems, file 84c10d3a-757e-40d3-a184-09272b52a21c
|
1
|
|
On distributed strains in a CFA pile via DFOSs measurements and numerical analysis, file 9fc50467-2a7c-4536-bb87-44a5ba083e6a
|
1
|
|
Sistemi di indagine e monitoraggio tradizionali ed innovativi per valutare il grado di sicurezza dell’argine dell’ Adige a Salorno (BZ), file 9fe90e06-891c-49d3-b7b3-5ed7803776c3
|
1
|
|
Wetting induced instabilities in layered slopes: A Material Point Method analysis, file d1534400-9154-4a4c-bd4f-dec8d7897c07
|
1
|
|
Efficienza di un intervento di miglioramento colonnare sotto una diga foranea nel golfo di Trieste, file e14fb267-6704-3de1-e053-1705fe0ac030
|
1
|
|
Unified compression model for the Venice lagoon natural silts., file e14fb267-8761-3de1-e053-1705fe0ac030
|
1
|
|
Stress history of Venice Lagoon sands from DMT and CPTU, file e14fb267-a22a-3de1-e053-1705fe0ac030
|
1
|
|
Analysis and risk mitigation of a complex movement in Tessina Valley, file e14fb267-a2af-3de1-e053-1705fe0ac030
|
1
|
|
Monitoring of the Tessina landslide in the Italian Alps to improve prediction criteria, file e14fb267-b25a-3de1-e053-1705fe0ac030
|
1
|
|
Evolutionary behaviour of the Tessina landslide, file e14fb268-936c-3de1-e053-1705fe0ac030
|
1
|
|
Microstructural Analyses of a Stabilized Sand by a Deep-Mixing Method, file e14fb26c-8427-3de1-e053-1705fe0ac030
|
1
|
|
1D wave propagation in saturated soils: verification of two-phase MPM, file e14fb26c-b103-3de1-e053-1705fe0ac030
|
1
|
|
An optical fiber-based monitoring system to study the seepage flow below the landside toe of a river levee, file e14fb26e-4d48-3de1-e053-1705fe0ac030
|
1
|
| Totale |
1.653 |