| Nome |
# |
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Grain size distribution and particle shape effects on shear strength of sand – gravel mixtures, file e291c0d4-9c19-cddb-e053-3a05fe0aa144
|
1.097
|
|
Breakage of an artificial crushable material under loading, file e291c0d4-863c-cddb-e053-3a05fe0aa144
|
544
|
|
Coupled phenomena induced by freezing and thawing in a granular material, file e291c0d4-9cc8-cddb-e053-3a05fe0aa144
|
536
|
|
Shear strength of an unsaturated silty sand, file e291c0d4-9a6c-cddb-e053-3a05fe0aa144
|
529
|
|
Benchmark of constituive models for unsaturated soils, file e291c0d4-9ca0-cddb-e053-3a05fe0aa144
|
523
|
|
Rainfall induced instabilities: a field experiment on a silty sand slope in northern Switzerland, file e291c0d4-9c9f-cddb-e053-3a05fe0aa144
|
512
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|
Weibull Distribution to Describe Grading Evolution of Materials with Crushable Grains, file e291c0d6-bf97-cddb-e053-3a05fe0aa144
|
489
|
|
Application to a compacted soil of a Cam Clay model extended to unsaturated conditions, file e291c0d4-9b39-cddb-e053-3a05fe0aa144
|
472
|
|
Lesson learnt from field tests in some potentially unstable slopes in switzerland, file e291c0d4-9bd9-cddb-e053-3a05fe0aa144
|
469
|
|
Deformation induced by wetting: a simple model, file e291c0d4-9b5d-cddb-e053-3a05fe0aa144
|
443
|
|
Freezing-thawing tests on natural pyroclastic samples, file e291c0d4-9dae-cddb-e053-3a05fe0aa144
|
435
|
|
Soil moisture monitoring for climate research: evaluation of a low-cost sensor in the framework of the Swiss soil moisture experiment (SwissSMEX) campaign, file e291c0d4-9cc7-cddb-e053-3a05fe0aa144
|
430
|
|
Modelling landslides induced by rainfall: a coupled approach, file e291c0d4-9b97-cddb-e053-3a05fe0aa144
|
426
|
|
Comparison between the in situ and laboratory water retention curves for a silty sand, file e291c0d4-9e3c-cddb-e053-3a05fe0aa144
|
392
|
|
Unsaturated hydraulic conductivity of a silty
sand with the instantaneous profile method, file e291c0d4-9c54-cddb-e053-3a05fe0aa144
|
380
|
|
Modeling rainfall infiltration through coarse and fine-grained unsaturated geomaterials, file e291c0d4-9c1a-cddb-e053-3a05fe0aa144
|
378
|
|
Consequences on water retention properties of double-porosity features in a compacted silt, file e291c0d4-9e3e-cddb-e053-3a05fe0aa144
|
362
|
|
Hydromechanical behaviour of a silty sand from a steep slope triggered by artificial rainfall: from unsaturated to saturated conditions, file e291c0d4-9ba1-cddb-e053-3a05fe0aa144
|
344
|
|
Triaxial tests on frozen ground: formulation and modelling, file e291c0d4-9c1f-cddb-e053-3a05fe0aa144
|
331
|
|
Interpretation of the behaviour of compacted soils using cam-clay extended to unsaturated conditions, file e291c0d4-9da8-cddb-e053-3a05fe0aa144
|
326
|
|
Landslide triggering experiment in a steep forested slope in Switzerland, file e291c0d4-9da9-cddb-e053-3a05fe0aa144
|
318
|
|
The effects of hydraulic properties of bedrock
on the stability of slopes, file e291c0d4-9cca-cddb-e053-3a05fe0aa144
|
314
|
|
A microstructural model on the link between change in pore size distribution and wetting induced deformation in a compacted silt, file e291c0d4-9c1c-cddb-e053-3a05fe0aa144
|
284
|
|
Progressive emergence of double porosity in a silt during compaction, file e291c0d4-9b53-cddb-e053-3a05fe0aa144
|
259
|
|
Mechanical characterisation of lacustrine clay by interpreting spatial variability in CPTU measurements, file e291c0d4-9e3d-cddb-e053-3a05fe0aa144
|
251
|
|
A laboratory investigation on an undisturbed silty sand from a slope prone to landsliding, file e291c0d4-9ba0-cddb-e053-3a05fe0aa144
|
248
|
|
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate, file e291c0d6-bd65-cddb-e053-3a05fe0aa144
|
230
|
|
Coupled processes during rainfall: an experimental investigation on a silty sand, file e291c0d4-9e30-cddb-e053-3a05fe0aa144
|
227
|
|
Mechanical behaviour of an artificial material with crushable grains, file e291c0d4-9bd6-cddb-e053-3a05fe0aa144
|
209
|
|
Corrigendum: deformation induced by wetting: a simple model, file e291c0d4-9c9d-cddb-e053-3a05fe0aa144
|
206
|
|
Artificial ground freezing of a volcanic ash: laboratory tests and modelling, file e291c0d4-9b91-cddb-e053-3a05fe0aa144
|
203
|
|
Modelling the interaction of the bedrock and slope in temrs of drainage and exfiltration, file e291c0d4-9e38-cddb-e053-3a05fe0aa144
|
201
|
|
Infiltration-induced Slope Instability: A multi-scale approach, file e291c0d6-baf7-cddb-e053-3a05fe0aa144
|
195
|
|
Modelling of imbibition process in an embankment scale model, file e291c0d6-bd62-cddb-e053-3a05fe0aa144
|
162
|
|
Evaluation of the capacitance-based low cost soil moisture sensor Decagon
10HS: implications for soil moisture monitoring and related hydrological
applications, file e291c0d4-9e2c-cddb-e053-3a05fe0aa144
|
160
|
|
Contour fractal analysis of grains, file e291c0d6-bde0-cddb-e053-3a05fe0aa144
|
159
|
|
Discussion:estimating hydraulic conductivity from piezocone soundings, file e291c0d4-9e3f-cddb-e053-3a05fe0aa144
|
155
|
|
Mountain Risks: two case histories of landslides induced by
artificial rainfall on steep slopes, file e291c0d4-9c15-cddb-e053-3a05fe0aa144
|
149
|
|
Some Notes on Granular Mixtures with Finite, Discrete Fractal Distribution, file e291c0d9-f6e7-cddb-e053-3a05fe0aa144
|
138
|
|
Geomechanical properties and
modelling of ruedlingen landslide, file e291c0d4-9b3d-cddb-e053-3a05fe0aa144
|
124
|
|
Influenza della curva di ritenzione del ghiaccio sul criosollevamento, file e291c0d6-b8e3-cddb-e053-3a05fe0aa144
|
124
|
|
Undrained loading and collapse of unsaturated soils during centrifuge testing. An experimental and numerical study, file e291c0d4-9cc9-cddb-e053-3a05fe0aa144
|
111
|
|
Descrizione della morfologia dei grani tramite l'analisi frattale, file e291c0d6-b76a-cddb-e053-3a05fe0aa144
|
106
|
|
Stress-path effects on the grading of an artificial material with crushable grains, file e291c0d4-8724-cddb-e053-3a05fe0aa144
|
78
|
|
Measurement of unsaturated hydraulic conductivity with the instantaneous profile method, file e291c0d4-9b5a-cddb-e053-3a05fe0aa144
|
77
|
|
Effects of partial saturation on the behaviour of a compacted silt, file e291c0d4-9b38-cddb-e053-3a05fe0aa144
|
75
|
|
Geotechnical and historical aspects on the collapse of the Tiber embankment walls in the centre of Roma (1870–1900), file 3ddb2305-13e2-4285-a3d7-7a14a9020499
|
67
|
|
Hydro-mechanical response of collapsible soils under different infiltration events, file e291c0d9-0e09-cddb-e053-3a05fe0aa144
|
58
|
|
A procedure for the direct determination of Bishop's Ï parameter from changes in pore size distribution, file e291c0d9-3498-cddb-e053-3a05fe0aa144
|
50
|
|
A Numerical Model to Study the Response of Piles under Lateral Loading in Unsaturated Soils, file e291c0d9-9295-cddb-e053-3a05fe0aa144
|
44
|
|
The Hydromechanical Interplay in the Simplified Three-Dimensional Limit Equilibrium Analyses of Unsaturated Slope Stability, file e291c0d9-dc43-cddb-e053-3a05fe0aa144
|
30
|
|
A fractal analysis method to characterise rock joint morphology, file 3be7f4dd-6986-4979-83f0-5af10cc5c8ed
|
12
|
|
Experimental observation on a laterally loaded pile in unsaturated silty soil, file e291c0d9-17e3-cddb-e053-3a05fe0aa144
|
6
|
|
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione, file e291c0d6-be8d-cddb-e053-3a05fe0aa144
|
3
|
|
null, file e291c0d9-69ae-cddb-e053-3a05fe0aa144
|
3
|
|
Centrifuge modelling of the bearing capacity of a shallow foundation on a layer of collapsible soil, file e291c0d4-9b3a-cddb-e053-3a05fe0aa144
|
2
|
|
Artificial ground freezing: from applications and case studies to fundamental research, file e291c0d5-dfb0-cddb-e053-3a05fe0aa144
|
2
|
|
Grading evolution of an artificial granular material from medium to high stress under one-dimensional compression, file e291c0d7-3350-cddb-e053-3a05fe0aa144
|
2
|
|
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography, file e291c0d7-360b-cddb-e053-3a05fe0aa144
|
2
|
|
Grain morphology and strength-dilatancy of sands, file e291c0d7-67cb-cddb-e053-3a05fe0aa144
|
2
|
|
Compressibility of undisturbed silt loam soil – measurements and simulations, file e291c0d4-da35-cddb-e053-3a05fe0aa144
|
1
|
|
Hydromechanical behavior of an embankment during inundation, file e291c0d6-b973-cddb-e053-3a05fe0aa144
|
1
|
|
Some remarks on bimodality effects of the hydraulic properties on shear strength of unsaturated soils, file e291c0d9-17e1-cddb-e053-3a05fe0aa144
|
1
|
|
Explicit formulation of at-rest coefficient and its role in calibrating elasto-plastic models for unsaturated soils, file e291c0d9-36a0-cddb-e053-3a05fe0aa144
|
1
|
|
Multi-scale morphological descriptors from the fractal analysis of particle contour, file e291c0d9-655c-cddb-e053-3a05fe0aa144
|
1
|
|
Linking micro grainsize polydispersity to macro porosity, file e291c0d9-d82e-cddb-e053-3a05fe0aa144
|
1
|
| Totale |
14.470 |