Publication Archives - SoilModels

Duque, J., Roháč, J. and Mašín, D. (2022). On the influence of drained cyclic preloadings on the cyclic behaviour of Zbraslav sand. Soil Dynamics and Earthquake Engineering (in print).

David Mašín|17.1.2023|0 |

Views 1

Duque, J., Roháč, J., Mašín, D., Najser. J. and Opršal, J. (2022). The influence of cyclic preloadings on cyclic response of Zbraslav sand. Soil Dynamics and Earthquake Engineering (in print).

David Mašín|17.1.2023|0 |

Views 2

Niemunis, A., Wichtmann, T., Triantafyllidis, Th. (2005): A high-cycle accumulation model for sand, Computers and Geotechnics, Vol. 32, Nr. 4, S. 245-263

SoilModels Admin|6.9.2022|0 |

Views 21

Niemunis, A., Wichtmann, T., Triantafyllidis, Th. (2005): A high-cycle accumulation model for sand, Computers and Geotechnics, Vol. 32, Nr. 4, S. 245-263

Kadlíček, T., Ochmański, M., Mašín, D. and Duque, J. (2022) Report on Charles University implementation of high cycle accumulation model

David Mašín|6.9.2022|0 |

Views 43

Kadlíček, T., Ochmański, M., Mašín, D. and Duque, J. (2022) Report on Charles University implementation of high cycle accumulation model

Duque, J., Roháč, J., Mašín, D. and Najser, J. (2022). Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading. Acta Geotechnica (in print).

David Mašín|5.9.2022|0 |

Views 37

Kadlíček, T., Janda, T., Šejnoha, M., Mašín, D., Najser, J. and Beneš, Š. (2021). Automated calibration of advanced soil constitutive models Part II: Hypoplastic clay and Cam-Clay model. Acta Geotechnica (in print).

David Mašín|19.1.2022|0 |

Views 39

Kadlíček, T., Janda, T., Šejnoha, M., Mašín, D., Najser, J. and Beneš, Š. (2021). Automated calibration of advanced soil constitutive models Part I: Hypoplastic sand. Acta Geotechnica (in print).

David Mašín|19.1.2022|0 |

Views 25

Medicus G (2020) Asymptotic state boundaries and peak states in barodesy for clay, Géotechnique Letters 2020 10:2, 262-269

Manuel Bode|15.8.2020|0 |

Views 44

Schneider-Muntau B, Medicus G, Fellin W, (2018) Strength reduction method in barodesy. Computers and Geotechnics, 95:57 – 67

Manuel Bode|15.8.2020|0 |

Views 52

Bode M , Fellin W, Mašín D , Medicus G , Ostermann A, (2020) An interganular strain concept for material mod- els formulated as rate equations. International Journal of numerical and analytical methods in geomechanics, 44(7):1003–1018

Manuel Bode|15.8.2020|0 |

Views 134

Bode, M., Fellin, W. and Medicus, G. (2020). Application of barodesy – extended by the intergranular strain concept. Proceedings of the 16th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) [Preprint]

Manuel Bode|13.8.2020|0 |

Views 73

Kadlíček, T. and Mašín, D. (2020). The strength reduction method in clay hypoplasticity. Computers and Geotechnics (in print)

David Mašín|30.6.2020|3 |

Views 325

Tochnog Professional Overview of Capabilities and Application Papers

Dennis Roddeman|3.5.2020|0 |

Views 197

Janda, T. and Mašín, D. (2017). General method for simulating laboratory tests with constitutive models for geomechanics. International Journal for Numerical and Analytical Methods in Geomechanics 41, No. 2, 304-312 [Preprint].

David Mašín|10.9.2019|0 |

Views 159

GEO-SLOPE SIGMA/W implementation of hypoplasticity: user manual

David Mašín|23.8.2019|0 |

Views 1,311

Wichtmann, T., Triantafyllidis, Th. (2018): Monotonic and cyclic tests on Kaolin – a data base for the development, calibration and verification of constitutive models for cohesive soils with focus to cyclic loading. Acta Geotechnica, Vol. 13, No. 5, pp. 1103-1128 [Preprint]

Torsten Wichtmann|21.2.2019|0 |

Views 184

Wichtmann, T., Triantafyllidis, Th. (2016): An experimental data base for the development, calibration and verification of constitutive models for sand with focus to cyclic loading. Part II: tests with strain cycles and combined loading. Acta Geotechnica, Vol. 11, No. 4, pp. 763-774 [Preprint]

Torsten Wichtmann|11.2.2019|0 |

Views 182

Wichtmann, T., Triantafyllidis, Th. (2016): An experimental data base for the development, calibration and verification of constitutive models for sand with focus to cyclic loading. Part I: tests with monotonic loading and stress cycles. Acta Geotechnica, Vol. 11, No. 4, pp. 739-761 [Preprint]

Torsten Wichtmann|11.2.2019|0 |

Views 261

Defining Abaqus “*Controls” parameters for UMATs

William Fuentes|18.11.2018|0 |

Views 391

Short guide to define parameters of the command line *CONTROLS from Abaqus when working with User Materials UMATs

Krabbenhoft, K. (2017) OptumG2: Materials. Optum Computational Engineering, www.optumce.com

Kristian Krabbenhoft|14.9.2018|0 |

Views 361

Fuentes, W. and Lascarro, C. (2018). On the simulation of the cyclic mobility effect with an ISA-hypoplastic model. China-Europe Conference on Geotechnical Engineering – Vienna, Workshop in Honor of Gudehus’ Birthday [Presentation]

William Fuentes|27.8.2018|0 |

Views 148

Fuentes, W. (2018) ISA-hypoplastic model, Abaqus implementation [Presentation]

William Fuentes|26.8.2018|0 |

Views 377

Fuentes, W., Triantafyllidis, T. and Lascarro, C. (2017). Evaluating the Performance of an ISA-Hypoplasticity Constitutive Model on Problems with Repetitive Loading. In: Holistic Simulation of Geotechnical Installation Processes, 341-362 [Preprint]

William Fuentes|24.8.2018|0 |

Views 188

Fuentes, W., Tafili, M. and Triantafyllidis, T. (2018) An ISA-plasticity-based model for viscous and non-viscous clays. Acta Geotechnica 13(2): 367-386 [Preprint]

William Fuentes|24.8.2018|0 |

Views 121

Poblete, M., Fuentes, W. and Triantafyllidis, T. (2016). On the simulation of multidimensional cyclic loading with intergranular strain. Acta Geotechnica 11(6): 1263-1285 [Preprint]

William Fuentes|24.8.2018|0 |

Views 119

Fuentes, W. and Triantafyllidis, T. (2015). ISA: A constitutive model for deposited sand. In: Aktuelle Forschung in der Bodenmechanik, 169-187 [Fulltext]

William Fuentes|24.8.2018|0 |

Views 120

Mašín, D. (2018) Clay Hypoplasticity – Actualised Equation Summary [Report]

David Mašín|7.8.2018|0 |

Views 246

Fellin, W., Mittendorfer, M. and Ostermann, A. (2009) Adaptive integration of constitutive rate equations. Computers and Geotechnics 36(5): 698-708 [Preprint]

David Mašín|24.7.2018|0 |

Views 188

Fellin, W. Ostermann, A. (2002) Consistent tangent operators for constitutive rate-equations. International Journal for Numerical and Analytical Methods in Geomechanics 26(12): 1213-1233 [Preprint]

David Mašín|24.7.2018|0 |

Views 208

Fellin, W., Ostermann, A. (2013) The critical state behaviour of barodesy compared with the Matsuoka–Nakai failure criterion. International Journal for Numerical and Analytical Methods in Geomechanics 37: 299 – 308 [Preprint]

Wolfgang Fellin|24.7.2018|0 |

Views 125

von Wolffersdorff, P.-A. (1996) A hypoplastic relation for granular materials with a predefined limit state surface. Mechanics of Cohesive-Frictional Materials 1(3): 251–271. [Preprint]

Peter-Andreas von Wolffersdorff|18.7.2018|0 |

Views 409

Mohr, O. (1900) Welche Umstände bedingen die Elastizitätsgrenze und den Bruch eines Materials? Zeitschrift des Vereines deutscher Ingenieure 44(45): 1524-1530 [Fulltext]

David Mašín|11.7.2018|0 |

Views 864

Roscoe, K.H. and Burland, J.B. (1968) On the generalized stress-strain behaviour of ‘wet’ clay, in: J. Heyman, F. Leckie (Eds.), Engineering plasticity, Cambridge University Press, Cambridge, 535-609 [Fulltext]

David Mašín|11.7.2018|0 |

Views 1,288

Medicus, G. and Fellin, W. (2017) An improved version of barodesy for clay. Acta Geotechnica 12(2): 365–376 [Preprint]

Gertraud Medicus|11.7.2018|0 |

Views 122

Kolymbas, D. (2015) Introduction to barodesy, Géotechnique 65(13): 52–65 [Preprint]

Dimitrios Kolymbas|11.7.2018|0 |

Views 214

Schädlich, B. (2012) A Multilaminate Constitutive Model for Stiff Soils., PhD Thesis, Graz University of Technology [Thesis]

Helmut Schweiger|10.7.2018|1 |

Views 337

Herle, I. and Gudehus, G. (1999) Determination of Parameters of a Hypoplastic Constitutive Model from Properties of Grain Assemblies. Mechanics of Cohesive-Frictional Materials 4(5): 461 – 486 [Preprint]

Ivo Herle|10.7.2018|0 |

Views 308

Ma, Q.J., Ng, C.W.W., Mašín, D. and Zhou, C. (2017) An approach for modelling volume change of fine-grained soil subjected to thermal cycles. Canadian Geotechnical Journal 54(6): 896-901 [Preprint]

Qijie Ma|9.7.2018|0 |

Views 156

Medicus, G., Kolymbas, D. and Fellin, W. (2016) Proportional stress and strain paths in barodesy. International Journal for Numerical and Analytical Methods in Geomechanics 40(4): 509–522 [Preprint]

Gertraud Medicus|9.7.2018|0 |

Views 108

Stutz, H., Mašín, D. and Wuttke, F. (2016) Enhancement of a hypoplastic model for granular soil-structure interface behaviour. Acta Geotechnica 11(6): 1249-1261 [Preprint]

Hans Henning Stutz|9.7.2018|0 |

Views 276

Stutz, H., Mašín, D., Sattari, A. and Wuttke, F. (2017) A general approach to model interfaces using existing soil constitutive models – application to hypoplasticity. Computers and Geotechnics 87(July 2017): 115-127 [Preprint]

Hans Henning Stutz|9.7.2018|0 |

Views 231

Niemunis, A. and Herle I. (1997) Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-Frictional Materials 2: 279–299 [Preprint]

Ivo Herle|6.7.2018|0 |

Views 359

Mašín, D. (2014) Clay hypoplasticity model including stiffness anisotropy. Géotechnique 64(3): 232-238 [Preprint]

David Mašín|6.7.2018|1 |

Views 302

Mašín, D. (2013) Clay hypoplasticity with explicitly defined asymptotic states. Acta Geotechnica 8(5): 481-496 [Preprint]

David Mašín|6.7.2018|0 |

Views 332

Mašín, D. (2015) Part 4: Determination of material parameters, PhD course “Hypoplasticity for Practical Applications” handouts [Presentation]

David Mašín|13.3.2018|2 |

Views 862

Handouts of Part 4 of the PhD course "Hypoplasticity for Practical Applications" by D. Mašín, describing calibration of material parameters.

Mašín, D. (2017) Introduction of new SoilModels project, 19th ICSMGE, Seoul, Korea [Presentation]

David Mašín|29.1.2018|0 |

Views 91

Bienen, B, Stanier, S., Vulpe, C. and Mašín, D. (2014) Interface enabling constitutive models coded as user materials to be employed in explicit analysis. Reserach report No. 14756, Centre for Offshore Foundation Systems, The University of Western Australia, Perth, Australia [Report]

Britta Bienen|29.1.2018|0 |

Views 633

Gudehus, G. , Amorosi, A., Gens, A., Herle, I., Kolymbas, D., Mašín, D., Muir Wood, D., Nova, R., Niemunis, A., Pastor, M., Tamagnini, C. and Viggiani, G. (2008) The soilmodels.info project. International Journal for Numerical and Analytical Methods in Geomechanics 32(12): 1571-1572 [Fulltext]

David Mašín|28.1.2018|0 |

Views 395

Mašín, D. (2017) Presentation on hypoplasticity modelling of cyclic and static response of offshore foundations, Presentation delivered at Norwegian Geotechnical Institute [Presentation]

David Mašín|4.1.2018|0 |

Views 1,483

This presentation have been delivered by D. Mašín at Norwegian Geotechnical Institute, Oslo, 7. 11. 2017

Mašín, D. (2017) Presentation on applications of hypoplasticity, various case studies, Presentation delivered at Norwegian Geotechnical Institute [Presentation]

David Mašín|4.1.2018|0 |

Views 1,669

This presentation have been delivered by D. Mašín at Norwegian Geotechnical Institute, Oslo, 8. 11. 2017.

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