Publication Archives

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

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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 |

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

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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 |

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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 |

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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 |

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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 |

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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 |

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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 |

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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 |

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

David Mašín|30.6.2020|3 |

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Tochnog Professional Overview of Capabilities and Application Papers

Dennis Roddeman|3.5.2020|0 |

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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 |

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

David Mašín|23.8.2019|0 |

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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 |

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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 |

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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 |

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Defining Abaqus “*Controls” parameters for UMATs

William Fuentes|18.11.2018|0 |

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

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

Kristian Krabbenhoft|14.9.2018|0 |

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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 |

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

William Fuentes|26.8.2018|0 |

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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 |

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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 |

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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 |

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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 |

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

David Mašín|7.8.2018|0 |

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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 |

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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 |

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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 |

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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 |

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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 |

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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 |

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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 |

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

Dimitrios Kolymbas|11.7.2018|0 |

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

Helmut Schweiger|10.7.2018|1 |

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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 |

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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 |

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