| Hypoplastic model for cohesionless soils with elastic strain range A Niemunis, I Herle Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1997 | 1102 | 1997 |
| Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies I Herle, G Gudehus Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1999 | 683 | 1999 |
| Hypoplastizität und granulometrie einfacher korngerüste I Herle Inst. für Bodenmechanik und Felsmechanik, 1997 | 246 | 1997 |
| 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 | 170 | 2008 |
| Hypoplasticity for soils with low friction angles I Herle, D Kolymbas Computers and Geotechnics 31 (5), 365-373, 2004 | 140 | 2004 |
| Hypoplastic constitutive equation with internal variables D Kolymbas, I Herle, PA Von Wolffersdorff International journal for numerical and analytical methods in geomechanics …, 1995 | 111 | 1995 |
| Hypoplastic constitutive equation with internal variables D Kolymbas, I Herle, PA Von Wolffersdorff International journal for numerical and analytical methods in geomechanics …, 1995 | 111 | 1995 |
| On the metrology of interparticle contacts in sand from x-ray tomography images M Wiebicke, E Andò, I Herle, G Viggiani Measurement Science and Technology 28 (12), 124007, 2017 | 106 | 2017 |
| FE‐studies on the influence of initial void ratio, pressure level and mean grain diameter on shear localization J Tejchman, I Herle, J Wehr International Journal for Numerical and Analytical Methods in Geomechanics …, 1999 | 94 | 1999 |
| State boundary surface of a hypoplastic model for clays D Mašín, I Herle Computers and Geotechnics 32 (6), 400-410, 2005 | 88 | 2005 |
| Measuring the evolution of contact fabric in shear bands with X-ray tomography M Wiebicke, E Andò, G Viggiani, I Herle Acta Geotechnica 15 (1), 79-93, 2020 | 74 | 2020 |
| Numerical simulation of a tunnel surrounded by sand under earthquake using a hypoplastic model J Hleibieh, D Wegener, I Herle Acta Geotechnica 9, 631-640, 2014 | 63 | 2014 |
| A consolidation model for lumpy composite soils in open-pit mining XS Shi, I Herle, D Muir Wood Géotechnique 68 (3), 189-204, 2018 | 56 | 2018 |
| Improvement of a hypoplastic model to predict clay behaviour under undrained conditions D Mašín, I Herle Acta Geotechnica 2, 261-268, 2007 | 53 | 2007 |
| A" class A" prediction of the bearing capacity of plane strain footings on sand J Tejchman, I Herle Soils and Foundations 39 (5), 47-60, 1999 | 53 | 1999 |
| Effect of grain size and pressure level on bearing capacity of footings on sand I Herle Deformation and progressive failure in geomechanics, 781-786, 1997 | 49 | 1997 |
| Numerical analyses of a tunnel in London clay using different constitutive models D Mašın, I Herle Proceedings of the 5th international symposium TC28 geotechnical aspects of …, 2005 | 47 | 2005 |
| Stationary states in hypoplasticity E Bauer, I Herle Constitutive modelling of granular materials, 167-192, 2000 | 47 | 2000 |
| Numerical simulation of lumpy soils using a hypoplastic model XS Shi, I Herle Acta Geotechnica 12, 349-363, 2017 | 45 | 2017 |
| Prediction of permanent soil deformations due to cyclic shearing with a hypoplastic constitutive model D Wegener, I Herle geotechnik 37 (2), 113-122, 2014 | 41 | 2014 |
Dimitrios Kolymbasem. Professor für Geotechnik und Tunnelbau, University of InnsbruckZweryfikowany adres z uibk.ac.at
