| The hardening soil model: Formulation and verification T Schanz, PA Vermeer, PG Bonnier Beyond 2000 in computational geotechnics, 281-296, 2019 | 1950 | 2019 |
| Angles of friction and dilatancy of sand T Schanz, PA Vermeer Géotechnique 46 (1), 145-151, 1996 | 419 | 1996 |
| Formulation and verification of the Hardening-Soil Model T Schanz RBJ Brinkgreve, Beyond 2000 in Computational Geotechnics, 281-290, 1999 | 303 | 1999 |
| Swelling pressures of compacted bentonites from diffuse double layer theory S Tripathy, A Sridharan, T Schanz Canadian Geotechnical Journal 41 (3), 437-450, 2004 | 266 | 2004 |
| Zur Modellierung des mechanischen verhaltens von Reibungsmaterialien T Schanz na, 1998 | 259 | 1998 |
| Impacts of the use of the geological subsurface for energy storage: an investigation concept S Bauer, C Beyer, F Dethlefsen, P Dietrich, R Duttmann, M Ebert, ... Environmental earth sciences 70, 3935-3943, 2013 | 203 | 2013 |
| Stability and serviceability of underground energy storage caverns in rock salt subjected to mechanical cyclic loading K Khaledi, E Mahmoudi, M Datcheva, T Schanz International journal of rock mechanics and mining sciences 86, 115-131, 2016 | 171 | 2016 |
| Comparison of four methods for measuring total suction SS Agus, T Schanz Vadose Zone Journal 4 (4), 1087-1095, 2005 | 164 | 2005 |
| On the stiffness of sands T Schanz, PA Vermeer Pre-failure deformation behaviour of geomaterials, 383-387, 1998 | 160 | 1998 |
| Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures W Baille, S Tripathy, T Schanz Applied Clay Science 48 (3), 324-333, 2010 | 156 | 2010 |
| Swelling pressure of a divalent‐rich bentonite: Diffuse double‐layer theory revisited T Schanz, S Tripathy Water Resources Research 45 (5), 2009 | 154 | 2009 |
| Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics M Belkhatir, A Arab, T Schanz, H Missoum, N Della Granular Matter 13 (5), 599-609, 2011 | 119 | 2011 |
| Energy storage in the geological subsurface: dimensioning, risk analysis and spatial planning: the ANGUS+ project A Kabuth, A Dahmke, C Beyer, L Bilke, F Dethlefsen, P Dietrich, ... Environmental Earth Sciences 76, 1-17, 2017 | 118 | 2017 |
| A method for predicting swelling pressure of compacted bentonites SS Agus, T Schanz Acta Geotechnica 3 (2), 125-137, 2008 | 118 | 2008 |
| Measurements of suction versus water content for bentonite–sand mixtures SS Agus, T Schanz, DG Fredlund Canadian Geotechnical Journal 47 (5), 583-594, 2010 | 116 | 2010 |
| Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures M Belkhatir, T Schanz, A Arab Environmental earth sciences 70, 2469-2479, 2013 | 114 | 2013 |
| Influence of non-plastic fines content on maximum shear modulus of granular materials M Goudarzy, MM Rahman, D König, T Schanz Soils and Foundations 56 (6), 973-983, 2016 | 109 | 2016 |
| Model validation and calibration via back analysis for mechanized tunnel simulations–The Western Scheldt tunnel case C Zhao, AA Lavasan, T Barciaga, V Zarev, M Datcheva, T Schanz Computers and Geotechnics 69, 601-614, 2015 | 108 | 2015 |
| A probabilistic analysis of subsoil parameters uncertainty impacts on tunnel-induced ground movements with a back-analysis study S Miro, M König, D Hartmann, T Schanz Computers and Geotechnics 68, 38-53, 2015 | 104 | 2015 |
| Prediction of tunnel lining forces and deformations using analytical and numerical solutions C Zhao, AA Lavasan, T Barciaga, C Kämper, P Mark, T Schanz Tunnelling and Underground Space Technology 64, 164-176, 2017 | 94 | 2017 |
Maria DatchevaInstitute of Mechanics, Bulgarian Academy of SciencesDirección de correo verificada de imbm.bas.bg
