| Nome |
# |
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Modellazione della curva di ritenzione idrica dei geocompositi bentonici, file e0c31c11-9c25-4599-e053-1705fe0aef77
|
632
|
|
A step-by-step analytical procedure to estimate the in-situ stress state from borehole data, file e0c31c0d-0393-4599-e053-1705fe0aef77
|
435
|
|
Miscele cemento-bentonite per diaframmi plastici: prove sperimentali e modellazione costitutiva, file e0c31c11-bf99-4599-e053-1705fe0aef77
|
420
|
|
On the rheological characterisation of liquefied sands through the dam-breaking test, file e0c31c0c-cd21-4599-e053-1705fe0aef77
|
326
|
|
Geotechnical and geoenvironmental engineering education during the pandemic, file e0c31c10-f4c0-4599-e053-1705fe0aef77
|
264
|
|
A method to estimate concrete hydraulic conductivity of underground tunnel to assess lining degradation, file e0c31c0e-34bf-4599-e053-1705fe0aef77
|
242
|
|
Un modello di danno fragile per mezzi porosi: esempi di applicazione, file e0c31c0b-39a9-4599-e053-1705fe0aef77
|
213
|
|
SULLA MODELLAZIONE DI SABBIE LIQUEFATTE COME FLUIDI NON NEWTONIANI, file e0c31c0c-f58b-4599-e053-1705fe0aef77
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186
|
|
Pipeline flotation in liquefied sand: A simplified transient model, file b28aa648-051f-42bc-a284-48020c826ded
|
145
|
|
Evaluation of numerical stress-point algorithms on elastic–plastic models for unsaturated soils with hardening dependent on the degree of saturation, file e0c31c0d-977a-4599-e053-1705fe0aef77
|
118
|
|
Elasto – plastic modelling of the behaviour of non - active clays under chemo – mechanical actions, file e0c31c10-16f5-4599-e053-1705fe0aef77
|
118
|
|
Fabric and clay activity in soil water retention behaviour, file e0c31c09-e75f-4599-e053-1705fe0aef77
|
110
|
|
Accounting for evolving pore size distribution in water retention models for compacted clays, file e0c31c0d-ffae-4599-e053-1705fe0aef77
|
106
|
|
A Multiscale Microstructural Model of Damage and Permeability in Fractured Solids, file e0c31c09-dde0-4599-e053-1705fe0aef77
|
101
|
|
An analytical expression for the determination of in situ stress state from borehole data accounting for breakout size, file e0c31c0d-aeb3-4599-e053-1705fe0aef77
|
93
|
|
Modelling evaporation processes of cement-bentonite mixtures, file e0c31c10-16f7-4599-e053-1705fe0aef77
|
89
|
|
An approach to hydraulic fracture in geomaterials through a porous brittle damage material model, file e0c31c0c-58ba-4599-e053-1705fe0aef77
|
86
|
|
Modelling desiccation cracking in a homogenous soil clay layer: comparison between different hypotheses on constitutive behaviour, file e0c31c09-db39-4599-e053-1705fe0aef77
|
83
|
|
A CFD approach for the flotation analysis of pipelines in liquefied sand, file e0c31c0e-0151-4599-e053-1705fe0aef77
|
82
|
|
Preliminary investigation on the water retention behaviour of cement bentonite mixtures, file e0c31c10-7546-4599-e053-1705fe0aef77
|
68
|
|
INFLUENZA DELLA STORIA DI CARICO ORIZZONTALE SULLA RESISTENZA A SFILAMENTO DI PALI IN SABBIA, file e0c31c0c-df19-4599-e053-1705fe0aef77
|
58
|
|
A water retention model for compacted clays subjected to salinization and desalinization processes, file e0c31c10-16f9-4599-e053-1705fe0aef77
|
56
|
|
Monitoring drying and wetting of a cement bentonite mixture with Electrical Resistivity Tomography, file e0c31c10-7548-4599-e053-1705fe0aef77
|
55
|
|
Analisi numerica di diaframmi plastici dotati di dispositivi per il monitoraggio e la prevenzione dell'inquinamento ambientale, file e0c31c0d-258d-4599-e053-1705fe0aef77
|
51
|
|
A reactive transport model for calcite-rich caprocks in the context of geological carbon storage, file 5c6c2f9a-ec73-4a79-8f84-dbd38774689f
|
46
|
|
Una procedura analitica per stimare lo stato di sforzo in situ a partire da dati di scavo di pozzo, file e0c31c0c-b4f8-4599-e053-1705fe0aef77
|
40
|
|
Editorial, file e0c31c10-b97d-4599-e053-1705fe0aef77
|
39
|
|
Modellazione numerica del processo di evaporazione in miscele cemento-bentonite, file e0c31c11-bec8-4599-e053-1705fe0aef77
|
27
|
|
Modelling the behaviour of unsaturated non-active clays in saline environment, file e0c31c12-3f81-4599-e053-1705fe0aef77
|
26
|
|
Civil and Environmental Engineering for the Sustainable Development Goals.
Emerging Issues, file a6311af1-cc37-4eca-9bd7-421a112226b1
|
11
|
|
Effects of curing on the hydro-mechanical behaviour of cement-bentonite mixtures for cut-off walls, file d52fad64-faf6-4022-b7cf-a4d5aa4f73ec
|
7
|
|
An insight into the water retention properties of compacted clayey soils, file e0c31c08-2083-4599-e053-1705fe0aef77
|
6
|
|
Evaluation of numerical stress-point algorithms on elastic–plastic models for unsaturated soils with hardening dependent on the degree of saturation, file e0c31c08-0304-4599-e053-1705fe0aef77
|
4
|
|
An analytical expression for the determination of in situ stress state from borehole data accounting for breakout size, file e0c31c08-2082-4599-e053-1705fe0aef77
|
4
|
|
A method to estimate concrete hydraulic conductivity of underground tunnel to assess lining degradation, file e0c31c09-02fb-4599-e053-1705fe0aef77
|
3
|
|
A multiscale model of distributed fracture and permeability in solids in all-round compression, file e0c31c0a-c02e-4599-e053-1705fe0aef77
|
3
|
|
Modelling the role of pore water salinity on the water retention behaviour of compacted active clays, file e0c31c0e-8cfb-4599-e053-1705fe0aef77
|
3
|
|
Chemo-mechanical behaviour of non-expansive clays accounting for salinity effects, file 5a25ce87-11b5-4ca0-b811-6dc1701e283b
|
2
|
|
Preface, file 5e05390d-008e-4d58-9c9c-b53e66ebb25c
|
2
|
|
A fully coupled elastic-plastic hydro-mechanical model for compacted soils accounting for clay activity, file e0c31c08-164e-4599-e053-1705fe0aef77
|
2
|
|
A Multiscale Microstructural Model of Permeability in Fractured Solids, file e0c31c09-c484-4599-e053-1705fe0aef77
|
2
|
|
Hydro-mechanical behaviour of a cement–bentonite mixture along evaporation and water-uptake controlled paths, file b386427b-4075-462f-a50b-93dea3bb7952
|
1
|
|
An insight into the water retention properties of compacted clayey soils, file e0c31c07-e71c-4599-e053-1705fe0aef77
|
1
|
|
Hydro-chemo-mechanical processes in soil samples: monitoring through electrical resistivity tomography, file e0c31c07-eef9-4599-e053-1705fe0aef77
|
1
|
|
Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay, file e0c31c08-0f04-4599-e053-1705fe0aef77
|
1
|
|
Una procedura semplificata per il calcolo dei cedimenti in rilevati ferroviari, file e0c31c08-27ed-4599-e053-1705fe0aef77
|
1
|
|
Accounting for evolving pore size distribution in water retention models for compacted clays, file e0c31c08-ffe8-4599-e053-1705fe0aef77
|
1
|
|
UN APPROCCIO SEMPLIFICATO PER LA VALUTAZIONE DELLE STRATEGIE DI MANUTENZIONE DI INFRASTRUTTURE FERROVIARIE, file e0c31c0b-2289-4599-e053-1705fe0aef77
|
1
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Water retention model for compacted bentonites, file e0c31c0b-39a7-4599-e053-1705fe0aef77
|
1
|
|
The effect of shape on the failure envelope of the cross shaped foundation - Numerical Analyses, file e0c31c0f-a3e5-4599-e053-1705fe0aef77
|
1
|
|
CFD-Based Framework for Analysis of Soil–Pipeline Interaction in Reconsolidating Liquefied Sand, file e0c31c0f-f9c9-4599-e053-1705fe0aef77
|
1
|
|
Mechanical Behavior and Constitutive Modeling of Cement–Bentonite Mixtures for Cutoff Walls, file e0c31c10-7c9b-4599-e053-1705fe0aef77
|
1
|
|
A fully coupled elastic-plastic hydro-mechanical model for compacted soils accounting for clay activity, file e0c31c11-21cb-4599-e053-1705fe0aef77
|
1
|
|
An Elasto-Plastic Framework for the Chemo-Mechanical Behavior of Low to Medium Activity Clays, file e0c31c12-a1b2-4599-e053-1705fe0aef77
|
1
|
| Totale |
4.377 |