| Nome |
# |
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Hydro-mechanical behaviour of a sandy silt from a river embankment, file e3ad8925-e5e6-da0e-e053-3705fe0a2b96
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655
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Yielding of a quartz sand from saturated to dry state, file e3ad8923-20b4-da0e-e053-3705fe0a2b96
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181
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Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing, file e3ad8923-2178-da0e-e053-3705fe0a2b96
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154
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Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay, file e3ad891a-4e98-da0e-e053-3705fe0a2b96
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118
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Water retention behaviour of compacted and reconstituted scaly clays, file e3ad8923-0e20-da0e-e053-3705fe0a2b96
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114
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Monitoring and prediction in early warning systems for rapid mass movements, file e3ad891c-6815-da0e-e053-3705fe0a2b96
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102
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Experimental analysis of a thermoactive underground railway station, file 0a11609e-5209-4a48-a475-186ada93d731
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58
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Microstructure and shear strength evolution of a lime-treated clay for use in road construction, file e3ad891e-437a-da0e-e053-3705fe0a2b96
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48
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Early-stage thermal performance design of thermo-active walls implemented in underground infrastructures, file 418dbdaa-0db4-437a-a0cd-6d2ee325867c
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28
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Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths, file e3ad8927-f49d-da0e-e053-3705fe0a2b96
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21
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Microstructural characterization of a 3D-printed soil, file 2035d003-d2b5-4f71-a5a1-4f9f45b316c7
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20
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An integrated approach for the assessment of ground instabilities-induced damage on critical structures, file b8699108-ecae-4e56-b2e9-6ec80690ec2f
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16
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Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injection, file 1e0d4a47-30f2-4404-b82f-617e83e5e6b0
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13
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Generalized effective stress concept for saturated active clays, file 5c615ed3-8b0c-405d-84bd-50cc86abe145
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11
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Thermo-hydro-mechanical analysis of the complete lifetime of the bentonite barrier in the FEBEX in-situ test, file 88d639d0-7461-4ed0-8e6a-85e059415eef
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10
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Anisotropic Volumetric Response of Shales upon Suction Changes, file e3ad891d-4117-da0e-e053-3705fe0a2b96
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10
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Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shale, file 82786308-cfb4-421d-ae8f-277af6c3a9c7
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8
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Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration, file bc60d0a1-b05b-44e1-b206-61214c94c816
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8
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Discussion on “Experimental Deformation of Opalinus Clay at Elevated Temperature and Pressure Conditions: Mechanical Properties and the Influence of Rock Fabric” of Schuster, V., Rybacki, E., Bonnelye, A., Herrmann, J., Schleicher, A.M., Dresen, G, file beb7f9b4-ac66-4e04-bb5a-9d75623d48b4
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8
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Long-term performance and life cycle assessment of energy piles in three different climatic conditions, file b2301f2e-96ca-4456-989e-ff96afc1fbe8
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7
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Increasing understanding and confidence in THM simulations of Engineered Barrier Systems, file e3ad8921-33b9-da0e-e053-3705fe0a2b96
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7
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Increasing understanding and confidence in THM simulations of Engineered Barrier Systems, file 7b27770d-3893-44ef-8dca-765d39a3be4b
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6
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On the reactivation of a large landslide induced by rainfall in highly fissured clays, file e3ad891e-84f7-da0e-e053-3705fe0a2b96
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6
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Modelling the density homogenisation of a block and granular bentonite buffer upon non-isothermal saturation, file e69cdf6b-3405-4a09-9375-3e9bbd317293
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6
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Hydro-mechanichal characterisation of bentonite/steel interfaces, file 0698a7db-fa4c-495d-9bcd-282a1580a390
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5
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Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay, file 3e67802d-b1b4-4968-aa7a-eb76ba6712c1
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5
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Yielding of a quartz sand from saturated to dry state, file e3ad8923-0ac1-da0e-e053-3705fe0a2b96
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5
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Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce, file e3ad891c-4c15-da0e-e053-3705fe0a2b96
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4
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Generalized effective stress concept for saturated active clays, file 777f12ee-daab-40c0-ae7c-328713c3e46a
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3
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Coupled seismogenic geohazards in Alpine regions, file e3ad891c-a8fa-da0e-e053-3705fe0a2b96
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3
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The permeable concrete: A low energy consumption solution for deep draining trenches, file e3ad891e-6497-da0e-e053-3705fe0a2b96
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3
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Resistenza a taglio di campioni rimaneggiati di Opalinus Clay, file e3ad8927-2088-da0e-e053-3705fe0a2b96
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3
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On the Fabric of a 3D Printed Soil, file 2589d070-3a81-46e4-8054-4ecb8b9138aa
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2
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Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto, file 33fdb30b-d9bd-44dd-a8d2-fc9ec4cee615
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2
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Life cycle environmental assessment of retaining walls in unsaturated soils, file 39c3d63d-2daf-472d-aa93-b121c9e32e54
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2
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On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests, file a93e9e46-097c-4f64-817c-ce9e0dcd81c1
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2
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The impact of the volumetric swelling behavior on the water uptake of gas shale, file e3ad891b-fab7-da0e-e053-3705fe0a2b96
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2
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One dimensional consolidation of Opalinus Clay from shallow depth, file e3ad891b-fce3-da0e-e053-3705fe0a2b96
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2
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On the hydro-mechanical behaviour of remoulded and natural Opalinus Clay shale, file e3ad891c-5709-da0e-e053-3705fe0a2b96
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2
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An insight on the thermo-mechanical behaviour of a shale, file e3ad891f-1d17-da0e-e053-3705fe0a2b96
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2
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Anisotropic Volumetric Response of Shales upon Suction Changes, file e3ad891f-6866-da0e-e053-3705fe0a2b96
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2
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The shear strength of Opalinus Clay shale in the remoulded state, file e3ad8920-98b9-da0e-e053-3705fe0a2b96
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2
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Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes, file e3ad8921-d283-da0e-e053-3705fe0a2b96
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2
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Comportamento idro-meccanico di terreni estrusi, file e3ad8927-8c9f-da0e-e053-3705fe0a2b96
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2
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Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests, file e9b421c3-510c-4332-b73e-972dca16b238
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2
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Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti, file 782cee35-e751-4ced-88c6-0f0b3ac63d64
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1
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Shear strength and shear stiffness analysis of compacted Wyoming-type bentonite, file e25617a3-9e97-4951-bec7-b4543472099a
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1
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An effective stress based shear strength criterion for unsaturated compacted double-porosity clays, file e3ad8918-2042-da0e-e053-3705fe0a2b96
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1
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Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles, file e3ad891a-5b00-da0e-e053-3705fe0a2b96
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1
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Shear strength of a compacted scaly clay in variable saturation conditions, file e3ad891a-96d2-da0e-e053-3705fe0a2b96
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1
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Testing of the hydro-mechanical behaviour of shales., file e3ad891b-f9d3-da0e-e053-3705fe0a2b96
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1
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Sensitive THM coupled analysis of buffer-rock barriers for nuclear waste storage. In Unsaturated Soil Mechanics from Theory to Practice, file e3ad891c-2b22-da0e-e053-3705fe0a2b96
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1
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The role of anisotropy on the volumetric behaviour of opalinus clay upon suction change, file e3ad891c-2f44-da0e-e053-3705fe0a2b96
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1
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Hydro-mechanical behaviour of shot-clay bentonite, file e3ad891c-4f5e-da0e-e053-3705fe0a2b96
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1
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1D compression behaviour of Opalinus Clay, file e3ad891c-5aad-da0e-e053-3705fe0a2b96
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1
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Experimental investigations of the soil-concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures, file e3ad891d-4111-da0e-e053-3705fe0a2b96
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1
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The residual shear strength of the shaly and sandy facies of the opalinus clay, file e3ad891e-3528-da0e-e053-3705fe0a2b96
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1
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On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles, file e3ad891e-8daa-da0e-e053-3705fe0a2b96
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1
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Geomechanical Behavior of Shales, file e3ad891f-20eb-da0e-e053-3705fe0a2b96
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1
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An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay. In Bio- and Chemo- Mechanical Processes in Geotechnical Engineering (ISBN: 9780727760531), ICE Publishing, 32-43., file e3ad891f-20ed-da0e-e053-3705fe0a2b96
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1
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Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS)., file e3ad891f-3997-da0e-e053-3705fe0a2b96
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1
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Hydro-mechanical behaviour of shallow Opalinus Clay shale, file e3ad891f-6867-da0e-e053-3705fe0a2b96
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1
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Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses, file e3ad891f-6869-da0e-e053-3705fe0a2b96
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1
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| Totale |
1.690 |