| Nome |
# |
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Observations on the desiccation and cracking of clay layers, file e0c31c0b-7c84-4599-e053-1705fe0aef77
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528
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Forensic Analysis of Levee Failures: The Breitenhagen Case, file e0c31c0e-d084-4599-e053-1705fe0aef77
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438
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Internal Erosion in Earthdams, Dikes and Levees, file e0c31c0c-89f5-4599-e053-1705fe0aef77
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347
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Effects of repeated hydraulic loads on microstructure and hydraulic behaviour of a compacted clayey silt, file e0c31c0f-27e8-4599-e053-1705fe0aef77
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308
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Experimental results on the influence of gas on the mechanical response of peats, file e0c31c0e-f046-4599-e053-1705fe0aef77
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305
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A microstructure-based elastoplastic model to describe the behaviour of a compacted clayey silt in isotropic and triaxial compression, file e0c31c0f-c907-4599-e053-1705fe0aef77
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204
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Atmosphere–vegetation–soil interactions in a climate change context; impact of changing conditions on engineered transport infrastructure slopes in Europe, file e0c31c0b-d8af-4599-e053-1705fe0aef77
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174
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Advances in the monitoring of geo-structure subjected to climate loading, file e0c31c0a-b064-4599-e053-1705fe0aef77
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158
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Implication of end restraint in triaxial tests on the derivation of stress–dilatancy rule for soils having high compressibility, file e0c31c0f-2995-4599-e053-1705fe0aef77
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150
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Ageing effects on the small-strain stiffness of a bio-treated compacted soil, file e0c31c0a-a65c-4599-e053-1705fe0aef77
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142
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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
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117
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Fabric and clay activity in soil water retention behaviour, file e0c31c09-e75f-4599-e053-1705fe0aef77
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110
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Gas exsolution and gas invasion in peat: towards a comprehensive modelling framework, file e0c31c10-6627-4599-e053-1705fe0aef77
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106
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Accounting for evolving pore size distribution in water retention models for compacted clays, file e0c31c0d-ffae-4599-e053-1705fe0aef77
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105
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Subsidence of dredged organic sediments in cultivated peatlands, file e0c31c10-5689-4599-e053-1705fe0aef77
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84
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Modelling desiccation cracking in a homogenous soil clay layer: comparison between different hypotheses on constitutive behaviour, file e0c31c09-db39-4599-e053-1705fe0aef77
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83
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Developing a constitutive approach for peats from laboratory data, file e0c31c10-f9d5-4599-e053-1705fe0aef77
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77
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Calibration of a simple 1D model for the hydraulic response of regional dykes in the Netherlands, file e0c31c10-1f89-4599-e053-1705fe0aef77
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76
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Modelling free gas overpressure in peat layers, file e0c31c10-1663-4599-e053-1705fe0aef77
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72
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Unsaturated Soils, file e0c31c0a-af7a-4599-e053-1705fe0aef77
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69
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MODELLAZIONE FISICA DEL FENOMENO DI EROSIONE INTERNA, file e0c31c08-c8d3-4599-e053-1705fe0aef77
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65
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Feasibility of a soft biological improvement of natural soils used in compacted linear earth construction, file e0c31c0d-e49a-4599-e053-1705fe0aef77
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63
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Pre-failure behaviour of reconstituted peats in triaxial compression, file e0c31c11-2057-4599-e053-1705fe0aef77
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57
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Analysing time dependent problems, file e0c31c0a-b063-4599-e053-1705fe0aef77
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53
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Consequences of drying on the hydro-mechanical response of fibrous peats upon compression, file bc63079a-b798-441c-8ba6-6ed8ccf11ba3
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51
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A water retention model accounting for the hysteresis induced by hydraulic and mechanical wetting-drying cycles, file e0c31c11-0611-4599-e053-1705fe0aef77
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45
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A numerical assessment of variable saturation of the upper layers on the ground borne vibrations from underground trains: A case history, file 705a47e9-be8f-4583-8c49-814785446dc7
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39
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A Bayesian hindcasting method of levee failures applied to the Breitenhagen slope failure, file e0c31c12-630a-4599-e053-1705fe0aef77
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26
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Numerical investigation of the equipment set-up in triaxial testing of soft soils, file a43cbe24-4aeb-4761-be68-d112e5ebb652
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15
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An insight into drying-wetting cycles of peat, file f7be25fd-65be-4daf-92ac-a67ddc9f01a6
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15
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Determination of Water Retention Properties of Silty Sands by Means of Combined Commercial Techniques, file 55742cb1-58d0-4515-a784-eb9ee6dd1f0c
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14
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Multi-scale Modelling of Natural Composites Using Thermodynamics-Based Artificial Neural Networks and Dimensionality Reduction Techniques, file e77c8ebf-b512-414d-8ea8-f58cb3da1737
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11
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NUMERICAL EVALUATION OF THE TEMPORAL VARIATION OF VIBRATIONS INDUCED BY UNDERGROUND TRAINS, file 85766ee7-43da-4d62-ada1-d0265ac1afcc
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7
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Experimental observation and constitutive modelling of the shear strength of a natural unsaturated soil, file c200b3c5-e07d-4b2c-b2e9-c60509fa8b06
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6
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Preliminary experimental investigation into the use of recycled fibres from textile waste for the improvement of embankments, file df735ad4-5096-4057-af45-6938db5cab04
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6
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An insight into the water retention properties of compacted clayey soils, file e0c31c08-2083-4599-e053-1705fe0aef77
|
6
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Proceedings 4th European Conference on Unsaturated Soils (E-UNSAT 2020), file fe681ccd-366e-4c41-a9e8-c115ed786c64
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5
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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
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4
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Small-scale evaporation tests on clay: influence of drying rate on clayey soil layer, file e0c31c0c-a2f1-4599-e053-1705fe0aef77
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3
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Applicability of hypoplasticity to reconstituted peat from drained triaxial tests, file e0c31c0f-2895-4599-e053-1705fe0aef77
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3
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Experimental determination of the shear strength of peat from standard undrained triaxial tests: correcting for the effects of end restraint, file e0c31c0f-289a-4599-e053-1705fe0aef77
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3
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A numerical assessment of variable saturation of the upper layers on the ground borne vibrations from underground trains: A case history, file 09a77048-3d46-40f6-810b-b801acf3ffbc
|
2
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Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi, file e0c31c07-f73e-4599-e053-1705fe0aef77
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2
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Experimental techniques for multi-scale description of soil fabric and its dual pore network, file e0c31c08-02ff-4599-e053-1705fe0aef77
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2
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Experimental techniques for hydro-mechanical and electro-chemo-hydraulic processes, file e0c31c08-0300-4599-e053-1705fe0aef77
|
2
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A fully coupled elastic-plastic hydro-mechanical model for compacted soils accounting for clay activity, file e0c31c08-164e-4599-e053-1705fe0aef77
|
2
|
|
A water retention model accounting for the hysteresis induced by hydraulic and mechanical wetting-drying cycles, file e0c31c0a-ab32-4599-e053-1705fe0aef77
|
2
|
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Feasibility of a soft biological improvement of natural soils used in compacted linear earth construction, file e0c31c0b-5862-4599-e053-1705fe0aef77
|
2
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Testing and Monitoring of Earth Structures, file dfa2cbc7-93d0-4ae9-a954-4dcfd47b1241
|
1
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An insight into the water retention properties of compacted clayey soils, file e0c31c07-e71c-4599-e053-1705fe0aef77
|
1
|
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Accounting for evolving pore size distribution in water retention models for compacted clays, file e0c31c08-ffe8-4599-e053-1705fe0aef77
|
1
|
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Influence of electroosmotic treatment on the hydro-mechanical behaviour of clayey silts: Preliminary experimental results, file e0c31c0b-afb1-4599-e053-1705fe0aef77
|
1
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Coupled hydro-mechanical analysis of the pre-failure and the failure behaviour of a dyke on soft subsoil: formulation and synthesis of results, file e0c31c10-7cf1-4599-e053-1705fe0aef77
|
1
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A fully coupled elastic-plastic hydro-mechanical model for compacted soils accounting for clay activity, file e0c31c11-21cb-4599-e053-1705fe0aef77
|
1
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| Totale |
4.170 |