Peer Review:
2020
M. Tafili, W. Fuentes, Th. Triantafyllidis: A comparative study of different model families for the constitutive simulation of viscous clays. Int J Numer Anal Methods Geomech. 2020; 1–35. DOI: 10.1002/nag.3024
M. Tafili, Th. Triantafyllidis: AVISA: Anisotropic Visco ISA model and its performance at cyclic loading. Acta Geotechnica. DOI: 10.1007/s11440-020-00925-9
M. Tafili, T. Wichtmann, Th. Triantafyllidis: Experimental investigation and constitutive modeling of the behaviour of highly plastic Lower Rhine Clay under monotonic and cyclic loading. Canadian Geotechnical Journal (accepted)
M. Tafili, Th. Triantafyllidis: A simple hypoplastic model with loading surface accounting for viscous and fabric effects of clays. Int J Numer Anal Methods Geomech (accepted)
2019
M. Tafili, Th. Triantafyllidis: Cyclic response of Kaolin and Lower Rhine Clay: Experimental analysis and constitutive modeling. European Journal of Environmental and Civil Engineering (accepted, to be published in April 2020)
M. Tafili, Th. Triantafyllidis: State-dependent dilatancy of soils: experimental evidence and constitutive modeling. Recent contributions of Soil Mechanics and Geotechnics in theory and practice. DOI: 10.1007/978-3-030-28516-6_4
M. Tafili, Th. Triantafyllidis: Inhärente und induzierte Anisotropie des Karlsruher Feinsandes in Experimenten und im Modell. Bautechnik (accepted)
2018
M. Tafili, Th. Triantafyllidis: On constitutive modelling of anisotropic viscous and non-viscous soft soils. 9th European Conference on Numerical Methods in Geotechnical Engineering, Cardoso et al. (Eds). Taylor & Francis Group, London, ISBN 978-1-138-33198-3:481-486
M. Tafili, Th. Triantafyllidis: Inherent anisotropy and cyclic behaviour of cohesive soils: Constitutive model and FESimulations. Aktuelle Forschung in der Bodenmechanik 2018 (Hrsg: Baille, Wiebke, König, Diethard, Hettler, Achim)
W. Fuentes, M. Tafili, Th. Triantafyllidis: An isa-plasticity-based model for viscous and non-viscous clays. Acta Geotechnica 2018, 13(2), 367–386, first online April 2017 DOI: 10.1007/s11440-017-0548-y
2017
M. Tafili, Th. Triantafyllidis: Constitutive Model for Viscous Clays Under the ISA Framework. In: Triantafyllidis T. (eds) Holistic Simulation of Geotechnical Installation Processes. Lecture Notes in Applied and Computational Mechanics, vol 82, 324-340. Springer, Cham
2016
W. Fuentes, M. Hadzibeti, Th. Triantafyllidis: Constitutive Model for Clays Under the ISA Framework. In: Triantafyllidis T. (eds) Holistic Simulation of Geotechnical Installation Processes. Lecture Notes in Applied and Computational Mechanics, vol 80: 115-129. Springer, Cham
Conference proceedings:
2020
M. Tafili:
Dilatancy of cohesive soils: experimental evidence and practical impact. Geotechnische Seminarreihe am IBF, KIT
M. Tafili: Constitutive modeling and experimental observations of plastic and non-plastic fine-grained soils. Workshop on constitutive models for soils, RUB, Bochum
2019
M. Tafili, Th. Triantafyllidis: State-dependent dilatancy of soils: experimental evidence and constitutive modeling. Geotechnik Kolloquium - Karlsruhe, 26. - 27. September 2019
M. Tafili, Th. Triantafyllidis: AVISA Modell mit anisotropem Steifigkeitstensor, Überkonsolidierungsverhältnis und FE-Simulationen. Fachsektionstage Geotechnik 2019, Würzburg
M. Tafili, Th. Triantafyllidis: Cyclic response of Kaolin and Lower Rhine Clay: Experimental analysis and constitutive modeling. Computational & Geoenvironmental Geomechanics for Underground and Subsurface Structures, COGGUS², Nancy, France
2018
M. Tafili, Th. Triantafyllidis: Inhärente Anisotropie und zyklisches Verhalten weicher bindiger Böden: Stoffmodellentwicklung und FE-Simulationen. 3. Deutsche Bodenmechanik Tagung 2018 in memoriam Professor Tom Schanz
M. Tafili, Th. Triantafyllidis: On constitutive modelling of anisotropic viscous and non-viscous soft soils. 9th European Conference on Numerical Methods in Geotechnical Engineering, Porto, Portugal
2017
M. Tafili, Th. Triantafyllidis: Viskoses ISA Modell für bindige Böden bei zyklischer und monotoner Belastung. Fachsektionstage Geotechnik 2017
