Hypoplastic model for cohesionless soils with elastic strain range A Niemunis, I Herle Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1997 | 1209 | 1997 |
A high-cycle accumulation model for sand A Niemunis, T Wichtmann, T Triantafyllidis Computers and geotechnics 32 (4), 245-263, 2005 | 436 | 2005 |
Extended hypoplastic models for soils A Niemunis Inst. für Grundbau und Bodenmechanik, 2003 | 431 | 2003 |
Strain accumulation in sand due to cyclic loading: drained triaxial tests T Wichtmann, A Niemunis, T Triantafyllidis Soil Dynamics and Earthquake Engineering 25 (12), 967-979, 2005 | 274 | 2005 |
The soilmodels. info project G Gudehus, A Amorosi, A Gens, I Herle, D Kolymbas, D Mašín, ... International Journal for Numerical and Analytical Methods in Geomechanics …, 2008 | 194 | 2008 |
Failure criterion, flow rule and dissipation function derived from hypoplasticity W Wu, A Niemunis Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1996 | 129 | 1996 |
On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading T Wichtmann, A Niemunis, T Triantafyllidis Soil Dynamics and Earthquake Engineering 27 (1), 14-28, 2007 | 100 | 2007 |
Validation and calibration of a high-cycle accumulation model based on cyclic triaxial tests on eight sands T Wichtmann, A Niemunis, T Triantafyllidis Soils and Foundations 49 (5), 711-728, 2009 | 97 | 2009 |
Prediction of permanent deformations in pavements using a high-cycle accumulation model T Wichtmann, HA Rondón, A Niemunis, T Triantafyllidis, A Lizcano Journal of Geotechnical and Geoenvironmental Engineering 136 (5), 728-740, 2010 | 93 | 2010 |
Viscous behaviour of soil under oedometric conditions A Niemunis, S Krieg Canadian Geotechnical Journal 33 (1), 159-168, 1996 | 89 | 1996 |
Anisotropic visco-hypoplasticity A Niemunis, CE Grandas-Tavera, LF Prada-Sarmiento Acta Geotechnica 4, 293-314, 2009 | 84 | 2009 |
Strain accumulation in sand due to cyclic loading: drained cyclic tests with triaxial extension T Wichtmann, A Niemunis, T Triantafyllidis Soil Dynamics and Earthquake Engineering 27 (1), 42-48, 2007 | 77 | 2007 |
Strain accumulation in sand due to drained cyclic loading: on the effect of monotonic and cyclic preloading (Miner's rule) T Wichtmann, A Niemunis, T Triantafyllidis Soil Dynamics and Earthquake Engineering 30 (8), 736-745, 2010 | 76 | 2010 |
Improved simplified calibration procedure for a high-cycle accumulation model T Wichtmann, A Niemunis, T Triantafyllidis Soil Dynamics and Earthquake Engineering 70, 118-132, 2015 | 75 | 2015 |
On the determination of a set of material constants for a high‐cycle accumulation model for non‐cohesive soils T Wichtmann, A Niemunis, T Triantafyllidis International journal for numerical and analytical methods in geomechanics …, 2010 | 67 | 2010 |
Correlation of cyclic preloading with the liquefaction resistance T Wichtmann, A Niemunis, T Triantafyllidis, M Poblete Soil Dynamics and earthquake engineering 25 (12), 923-932, 2005 | 66 | 2005 |
FE-studies on shear localization in an anistropic micro-polar hypoplastic granular material J Tejchman, A Niemunis Granular matter 8, 205-220, 2006 | 62 | 2006 |
Experimental evidence of a unique flow rule of non-cohesive soils under high-cyclic loading T Wichtmann, A Niemunis, T Triantafyllidis Acta Geotechnica 1, 59-73, 2006 | 60 | 2006 |
A visco-plastic model for clay and its FE-implementation A Niemunis Resultats Recents en mechanique des Sols et des roches, 151-162, 1996 | 60 | 1996 |
On hyperelasticity for clays A Niemunis, M Cudny Computers and Geotechnics 23 (4), 221-236, 1998 | 49 | 1998 |