| Nome |
# |
|
Atti Conferenze di Geotecnica di Torino - XXV Ciclo - 8 e 9 Novembre 2018 "Analisi e Progetto delle Opere Geotecniche in Zona Sismica", file e384c430-514b-d4b2-e053-9f05fe0a1d67
|
1.642
|
|
Modelling the swelling and osmotic properties of clay soils. Part I: The phenomenological approach, file e384c42e-0ff4-d4b2-e053-9f05fe0a1d67
|
490
|
|
Coupled chemical-hydraulic-mechanical behaviour of bentonites, file e384c42e-1b4a-d4b2-e053-9f05fe0a1d67
|
490
|
|
Modelling the swelling and osmotic properties of clay soils. Part II: The physical approach, file e384c42e-0ff3-d4b2-e053-9f05fe0a1d67
|
359
|
|
Osmotic phenomena in bentonites, file e384c42e-2aea-d4b2-e053-9f05fe0a1d67
|
118
|
|
From the design of bottom landfill liner systems to the impact assessment of contaminants on underlying aquifers, file e384c431-a726-d4b2-e053-9f05fe0a1d67
|
32
|
|
Determinazione delle proprietà osmotiche delle bentoniti tramite un edometro a deformazione controllata, file e384c430-c3d4-d4b2-e053-9f05fe0a1d67
|
22
|
|
Critical issues in the determination of the bentonite cation exchange capacity, file e384c431-2a8c-d4b2-e053-9f05fe0a1d67
|
22
|
|
Strain-controlled oedometer test for the measurement of the chemico-osmotic properties of bentonites, file e384c431-cdf7-d4b2-e053-9f05fe0a1d67
|
14
|
|
Relative contribution of chemico-osmosis and electro-osmosis to the experimental determination of the reflection coefficient in semipermeable clay soils, file e384c434-91e5-d4b2-e053-9f05fe0a1d67
|
13
|
|
Simplified and rigorous approaches to model the transport of inorganic contaminants through composite liners with defective geomembranes, file e679ecf5-7020-4222-b2fc-af542a63dc0a
|
13
|
|
Environmental geotechnics: Challenges and opportunities in the post-Covid-19 world, file e384c434-1a93-d4b2-e053-9f05fe0a1d67
|
12
|
|
Proprietà osmotiche delle bentoniti in equilibrio con miscele di elettroliti, file e384c434-b40b-d4b2-e053-9f05fe0a1d67
|
12
|
|
Improvement of foundation soil behavior for Gründerzeit buildings in Austria using polyurethane resin injections, file 23a6ecf9-2384-45d0-8fe5-99feb3f1c0d2
|
11
|
|
Risk assessment procedure for the performance-based design of landfill lining systems and cutoff walls, file e384c434-907b-d4b2-e053-9f05fe0a1d67
|
10
|
|
Municipal solid waste management under Covid-19: Challenges and recommendations, file e384c434-2a81-d4b2-e053-9f05fe0a1d67
|
9
|
|
Geotechnical characterisation for landfill disposal of phosphoric acid production residues, file e384c434-91e6-d4b2-e053-9f05fe0a1d67
|
9
|
|
Assessing the influence of chemico-osmosis on solute transport in bentonite membranes based on combined phenomenological and physical modeling, file e384c434-af4a-d4b2-e053-9f05fe0a1d67
|
9
|
|
Performance-based design of landfill liners, file a3c25f5b-196b-4126-babc-757c7de44cd3
|
7
|
|
The use of dynamic probing tests and cone penetration tests to verify the effectiveness of expanding polyurethane resin injections for ground improvement, file b7d42c25-c3ec-43a3-8e7b-78d668b44956
|
7
|
|
Laboratory characterization of the chemo-hydro-mechanical behaviour of chemically sensitive clays, file e384c42f-da47-d4b2-e053-9f05fe0a1d67
|
7
|
|
STABILITÀ DI UN DEPOSITO DI MATERIALE GRANULARE IN CONDIZIONI NON SATURE: CARATTERIZZAZIONE IDRAULICA DI LABORATORIO E MODELLAZIONE NUMERICA, file e384c431-f72f-d4b2-e053-9f05fe0a1d67
|
7
|
|
Relazione Generale. La progettazione prestazionale dei sistemi di contenimento degli inquinanti nelle discariche, file 41c75b20-256e-4545-9dda-f35c481fbec6
|
6
|
|
The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils, file 4c58f20d-c8a1-4aaa-b577-d2255d8ba3da
|
6
|
|
Critical issues in the determination of the bentonite cation exchange capacity, file e384c431-6ec0-d4b2-e053-9f05fe0a1d67
|
6
|
|
Caratterizzazione geotecnica per il conferimento in discarica di residui di produzione dell'acido fosforico, file c9d5284d-47c8-430b-a116-7eec9d5fb572
|
4
|
|
The role of physical pretreatments on the hydraulic conductivity of natural sodium bentonites, file e384c42e-e858-d4b2-e053-9f05fe0a1d67
|
4
|
|
Membrane behaviour of clay soils permeated with multi-electrolyte aqueous solutions, file e384c431-7035-d4b2-e053-9f05fe0a1d67
|
4
|
|
Laboratory characterization of the chemo-hydro-mechanical behaviour of chemically sensitive clays, file e384c433-0cdc-d4b2-e053-9f05fe0a1d67
|
4
|
|
Relevance of Chemico-Osmotic and Electro-Osmotic Phenomena in Bentonite-Based Barriers, file e384c434-1a99-d4b2-e053-9f05fe0a1d67
|
4
|
|
Steady-state analysis of pollutant transport to assess landfill liner performance, file e384c434-5013-d4b2-e053-9f05fe0a1d67
|
4
|
|
Relevance of Chemico-Osmotic and Electro-Osmotic Phenomena in Bentonite-Based Barriers, file e384c434-a42e-d4b2-e053-9f05fe0a1d67
|
4
|
|
Performance-based design of contaminant barriers for sustainable landfilling and site remediation, file 09887b6b-c237-4809-bae7-580f704888b4
|
3
|
|
On the relationship between fabric and hydraulic conductivity of Enhanced Bentonites, file cbc3d5ec-5913-4925-ba42-90033af572b7
|
3
|
|
From the design of bottom landfill liner systems to the impact assessment of contaminants on underlying aquifers, file e384c431-9101-d4b2-e053-9f05fe0a1d67
|
3
|
|
The role of chemico-osmosis in the performance assessment of bentonite-based contaminant barriers, file e384c434-2a82-d4b2-e053-9f05fe0a1d67
|
3
|
|
Assessing the leakage rate through semipermeable bentonite-based barriers permeated with multi-electrolyte solutions, file e384c434-dead-d4b2-e053-9f05fe0a1d67
|
3
|
|
State of the Art Lecture on Environmental Geotechnics. Protecting the environment from contamination with barrier systems: advances and challenges, file 3d2da4a3-0f1c-4f3a-8875-157e8b0eb99d
|
2
|
|
A systems engineering and risk assessment-based approach for the design of landfills, file be509783-53ee-4889-ac78-543c4038f9e6
|
2
|
|
Modellazione della migrazione dei contaminanti attraverso le barriere a bassa permeabilità, file e384c42e-35ea-d4b2-e053-9f05fe0a1d67
|
2
|
|
Modelling the swelling and osmotic properties of clay soils. Part II: The physical approach, file e384c42e-9fa9-d4b2-e053-9f05fe0a1d67
|
2
|
|
Injection of expanding polyurethane resins, file e384c42e-e857-d4b2-e053-9f05fe0a1d67
|
2
|
|
Laboratory assessment of semi-permeable properties of a natural sodium bentonite, file e384c430-68b3-d4b2-e053-9f05fe0a1d67
|
2
|
|
Steady-state analysis of pollutant transport to assess landfill liner performance, file e384c434-a31c-d4b2-e053-9f05fe0a1d67
|
2
|
|
Pore-scale mechanisms underlying the behavior of enhanced bentonites exposed to aggressive inorganic solutions, file efd24bca-69d4-4d60-accd-a61966e988e9
|
2
|
|
Contaminant transport through landfill composite liners due to geomembrane defects, file f8115495-bfeb-4145-b1aa-7c1f35217c21
|
2
|
|
Relazione Generale. La progettazione prestazionale dei sistemi di contenimento degli inquinanti nelle discariche, file 26fba005-4304-4c38-91fb-35acc18f9e59
|
1
|
|
Foreword – Special issue on the third international symposium on Coupled Phenomena in Environmental Geotechnics, file 4cbec005-7f23-4dcd-996e-6d74b4996f59
|
1
|
|
Reuse of MSWI bottom ash mixed with natural sodium bentonite as landfill cover material, file e384c42e-9faa-d4b2-e053-9f05fe0a1d67
|
1
|
|
Case histories, file e384c42e-ed13-d4b2-e053-9f05fe0a1d67
|
1
|
|
Modelling landfill liner performances, file e384c42e-ed71-d4b2-e053-9f05fe0a1d67
|
1
|
|
Intrinsic and state parameters governing the efficiency of bentonite barriers for contaminant control, file e384c42f-816c-d4b2-e053-9f05fe0a1d67
|
1
|
|
Use of geosynthetic clay liners for pollutant control, file e384c430-1e17-d4b2-e053-9f05fe0a1d67
|
1
|
| Totale |
3.401 |
Archivio Istituzionale della Ricerca