A high-cycle accumulation model for sand A Niemunis, T Wichtmann, T Triantafyllidis
Computers and geotechnics 32 (4), 245-263, 2005
405 2005 Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus T Wichtmann, T Triantafyllidis
Journal of geotechnical and geoenvironmental engineering 135 (10), 1404-1418, 2009
331 2009 Explicit accumulation model for non-cohesive soils under cyclic loading T Wichtmann
Inst. für Grundbau und Bodenmechanik, 2005
295 2005 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
255 2005 An experimental database for the development, calibration and verification of constitutive models for sand with focus to cyclic loading: part I—tests with monotonic loading … T Wichtmann, T Triantafyllidis
Acta Geotechnica 11, 739-761, 2016
163 2016 On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand T Wichtmann, MAN Hernández, T Triantafyllidis
Soil Dynamics and Earthquake Engineering 69, 103-114, 2015
146 2015 Soil behaviour under cyclic loading-experimental observations, constitutive description and applications T Wichtmann
Th. Triantafyllidis, 2016
124 2016 Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part I: cyclic and dynamic torsional prestraining T Wichtmann, T Triantafyllidis
Soil Dynamics and Earthquake Engineering 24 (2), 127-147, 2004
120 2004 Effect of uniformity coefficient on G/G max and damping ratio of uniform to well-graded quartz sands T Wichtmann, T Triantafyllidis
Journal of geotechnical and geoenvironmental engineering 139 (1), 59-72, 2013
114 2013 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
93 2009 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
93 2007 Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clay T Wichtmann, KH Andersen, MA Sjursen, T Berre
Canadian Geotechnical Journal 50 (4), 400-412, 2013
89 2013 Monotonic and cyclic tests on kaolin: a database for the development, calibration and verification of constitutive models for cohesive soils with focus to cyclic loading T Wichtmann, T Triantafyllidis
Acta Geotechnica 13, 1103-1128, 2018
88 2018 On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus Mmax and Poisson's ratio of quartz sands T Wichtmann, T Triantafyllidis
Soil Dynamics and Earthquake Engineering 30 (8), 757-766, 2010
87 2010 Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA T Wichtmann, W Fuentes, T Triantafyllidis
Soil Dynamics and Earthquake Engineering 124, 172-183, 2019
80 2019 An experimental database for the development, calibration and verification of constitutive models for sand with focus to cyclic loading: part II—tests with strain cycles and … T Wichtmann, T Triantafyllidis
Acta Geotechnica 11, 763-774, 2016
80 2016 Comparison of cyclic triaxial behavior of unbound granular material under constant and variable confining pressure HA Rondón, T Wichtmann, T Triantafyllidis, A Lizcano
Journal of Transportation Engineering 135 (7), 467-478, 2009
79 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
78 2010 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
74 2010 