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Tom Schanz
Tom Schanz
Lehrstuhl für Grundbau, Boden- und Felsmechanik, Ruhr-Universität Bochum, Germany
Verified email at rub.de
Title
Cited by
Cited by
Year
The hardening soil model: Formulation and verification
T Schanz, PA Vermeer, PG Bonnier
Beyond 2000 in computational geotechnics, 281-296, 2019
17952019
Angles of friction and dilatancy of sand
T Schanz, PA Vermeer
Géotechnique 46 (1), 145-151, 1996
3961996
Formulation and verification of the Hardening-Soil Model
T Schanz
RBJ Brinkgreve, Beyond 2000 in Computational Geotechnics, 281-290, 1999
2861999
Swelling pressures of compacted bentonites from diffuse double layer theory
S Tripathy, A Sridharan, T Schanz
Canadian Geotechnical Journal 41 (3), 437-450, 2004
2542004
Zur Modellierung des mechanischen verhaltens von Reibungsmaterialien
T Schanz
na, 1998
2521998
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
1882013
Comparison of four methods for measuring total suction
SS Agus, T Schanz
Vadose Zone Journal 4 (4), 1087-1095, 2005
1602005
On the stiffness of sands
T Schanz, PA Vermeer
Pre-failure deformation behaviour of geomaterials, 383-387, 1998
1521998
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
1462010
Swelling pressure of a divalent‐rich bentonite: Diffuse double‐layer theory revisited
T Schanz, S Tripathy
Water Resources Research 45 (5), 2009
1452009
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
1442016
A method for predicting swelling pressure of compacted bentonites
SS Agus, T Schanz
Acta Geotechnica 3 (2), 125-137, 2008
1142008
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
1102011
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
1092013
Measurements of suction versus water content for bentonite–sand mixtures
SS Agus, T Schanz, DG Fredlund
Canadian Geotechnical Journal 47 (5), 583-594, 2010
1052010
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
1042017
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
992015
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
972016
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
922015
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
882017
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