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Claudio Tamagnini

Claudio TAMAGNINI

Curriculum

Didattica

TEMI DI RICERCA:

  1. Modellazione costitutiva del comportamento meccanico dei mezzi granulari a scala micro- e macroscopica
  2. Modellazione costitutiva di terreni granulari cementati soggetti a fenomeni di degradazione chimica (weathering) nell’ambito della teoria della plasticità con incrudimento generalizzato

  3. Modellazione costitutiva del comportamento termo-idro-meccanico (THM) dei terreni a grana fine a piccole e grandi deformazioni

  4. Valutazione della pericolosità da movimenti franosi mediante approcci fisicamente basati
  5. Modellazione degli effetti idromeccanici indotti dal funzionamento di pali geotermici in sistemi di fondazioni profonde

  6. Modellazione dei processi di interazione terreno–struttura (SSI) mediante macroelementi inelastici per carico ciclico

  7. Risposta sismica di dighe in terra

  8. Modellazione numerica dei processi elettro-chemo-idro-meccanici accoppiati nelle applicazioni della elettroosmosi alla decontaminazione di siti inquinati e nella realizzazione di barriere elettrocinetiche per il contenimento degli inquinanti.

PRINCIPALI PUBBLICAZIONI:

  1. Kotronis P., Tamagnini C., Grange S. [eds.] (2013). Soil-structure interaction. ALERT Geomaterials publisher, 217 pp.
  2. Salciarini D., Tamagnini C. (2013). Il dimensionamento e le verifiche agli stati limite delle strutture di sostegno. Argomenti di Ingegneria Geotecnica, Publisher: Collana diretta da Carlo Viggiani, Editor: Hevelius Edizioni.
  3. Pastor M., Tamagnini C. (2005). Numerical Modelling in Geomechanics. Kogan Page Science, London and Sterling VA, 344 pp., ISBN: 1903996422.
  4. Tamagnini C. (2005). Analisi limite in ingegneria geotecnica. Hevelius. Benevento.
  5. Cotana F., Belardi P., Manciola P., Tamagnini C., Materazzi A.L., Fornaciari M., Petrozzi A., Pisello A.L., Cavalaglio G., Coccia V., Pagnotta G., Menchetelli V., Di Francesco S., Salciarini D., Cavalagli N., Ubertini F., Orlandic F., Bonofiglio T. (2014) TIAR: Renewable energy production, storage and distribution; a new multidisciplinary approach for the design of rural facility. Energy procedia, vol. 45, pag. 323-332.
  6. Salciarini D., Ronchi F., Cattoni E., Tamagnini C. (2013) Some Remarks on the Thermomechanical Effects Induced by Energy Piles Operation in a Small Piled Raft. International Journal of Geomechanics. DOI: http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0000375.
  7. Conti R., Tamagnini C., DeSimone A. (2013). Critical softening in Cam-Clay plasticity: Adaptive viscous regularization, dilated time and numerical integration across stress–strain jump discontinuities. Computer Methods in Appl. Mechanics and Engineering, 258:118-133.
  8. Salciarini D., Tamagnini C., Conversini P., Rapinesi S. (2012). Spatially distributed rainfall thresholds for the initiation of shallow landslides. Natural Hazards, 61:229-245.
  9. Grange S., Botrugno L., Kotronis P., Tamagnini C. (2011). The effect of Soil-Structure Interaction on a reinforced concrete viaduct. Earthquake Engineering and Structural Dynamics, 40(1):93-105.
  10. Salciarini D., Tamagnini C., Grange S., Kotronis P. (2010). La modellazione dei fenomeni di interazione terreno-struttura mediante macroelementi: elastoplasticità vs. ipoplasticità. Rivista Italiana di Geotecnica, 4/2010:9:28.
  11. Salciarini D., Tamagnini C., Conversini P. (2010). Discrete Element Modelling of Debris Avalanches-Resisting Earthfill Barriers. Physics and Chemistry of the Earth, 35:172-181.
  12. Tamagnini C., Jommi C., Cattaneo F. (2010). A model for coupled electro-hydro-mechanical processes in fine grained soils accounting for gas generation and transport. Anais da Academia Brasileira de Ciências. 82(1):169-193.
  13. Salciarini D., Tamagnini C. (2009). A hypoplastic macroelement model for shallow foundations under monotonic and cyclic loads. Acta Geotechnica, 4(3):163-176.
  14. Gudehus G., Amorosi A., Gens A., Herle I., Kolymbas D., Masin D., Wood D.M., Niemunis A., Nova R., Pastor M., Tamagnini C., Viggiani G. (2008). The SoilModels.info project. Int. J. Numer. Anal. Meth. Geomech., 32:1571-1572.
  15. Costanzo D., Viggiani G., Tamagnini C. (2006). Directional response of a reconstituted fine-grained soil - Part I: experimental investigation. Int. J. Numer. Anal. Meth. Geomech., 30:1283-1301.
  16. Masin D., Tamagnini C., Viggiani G., Costanzo D. (2006). Directional response of a reconstituted fine-grained soil - Part II: performance of different constitutive models. Int. J. Numer. Anal. Meth. Geomech., 30:1303-1336.
  17. DeSimone A., Tamagnini C. (2005). Stress–dilatancy based modelling of granular materials and extensions to soils with crushable grains. Int. J. Numer. Anal. Meth. Geomech., 29:73-101.
  18. Tamagnini C., Miriano C., Sellari E., Cipollone N. (2005). Two-dimensional FE analysis of ground movements induced by shield tunnelling: the role of tunnel ovalization. Rivista Italiana di Geotecnica, in stampa.
  19. Tamagnini C., Calvetti F., Viggiani G. (2005). An assessment of plasticity theories for modelling the incrementally non–linear behavior of granular soils. Journal of Engineering Mathematics, in stampa.
  20. DeSimone A., Tamagnini C. (2004). Thermodynamically consistent modelling of granular materials based on stress-dilatancy relations and extensions to soils with crushable grains. Int. J. Numer. Anal. Meth. Geomech., 29:73-101.
  21. Chambon R., Caillerie D., Tamagnini C. (2004). A strain space gradient plasticity theory for finite strain. Computer Methods in Appl. Mechanics and Engineering, 193:2787-2826.
  22. Calvetti F., Viggiani G., Tamagnini C. (2003). A numerical investigation of the incremental behavior of granular soils. Rivista Italiana di Geotecnica, n. 37(3):11-29.
  23. Nova R., Castellanza R., Tamagnini C. (2003). A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation. Int. J. Numer. Anal. Meth. Geomech., 27:705–732.
  24. Cecconi M., De Simone A., Tamagnini C., Viggiani G.M.B. (2002). A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil. Int. J. Numer. Anal. Meth. Geomech., 26:1531–1560.
  25. Tamagnini C., Viggiani G. (2002). Constitutive modelling for rate-independent soils: a review. Revue Française de Génie Civil, 6:933-974.
  26. Tamagnini C., Viggiani G. (2002). On the incremental non-linearity of soils. Part I: theoretical aspects. Rivista Italiana di Geotecnica, n. 36(1):44-61.
  27. Chambon R., Caillerie D., Tamagnini C. (2002). A finite deformation second gradient theory of plasticity. Compte Rendus de l'Académie des Sciences, série IIb vol. 329 No. 11 pp.797-802.
  28. Tamagnini C., Chambon R., Caillerie D. (2002). A second gradient elastoplastic cohesive frictional model for geomaterials. Compte Rendus de l'Académie des Sciences, série IIb vol. 329 No. 10 pp.735-739.
  29. Tamagnini C., Castellanza R., Nova R. (2002). Implicit integration of constitutive equations in computational plasticity. Revue Française de Génie Civil, 6:1051-1067.
  30. Tamagnini C., Castellanza R., Nova R. (2002). An isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials: constitutive equations and numerical integration. Int. J. Numer. Anal. Meth. Geomech., 26:963–1004.
  31. Castellanza R., Nova R., Tamagnini C. (2002). Mechanical effects of chemical degradation of bonded geomaterials in boundary value problems. Revue Française de Génie Civil, 6:1169-1192.
  32. Viggiani G., Tamagnini C. (2000). Ground movements around excavations in granular soils: a few remarks on the influence of the constitutive assumptions on FE predictions. Mechanics of Cohesive–Frictional Materials, John Wiley & Sons, 5(5):399-423.
  33. Tamagnini C., Viggiani G., Chambon R., Desrues J. (2000). Evaluation of different strategies for the integration of hypoplastic constitutive equations. Application to the CLoE model. Mechanics of Cohesive–Frictional Materials, John Wiley & Sons, 5(4):263-289.
  34. Borja R.I., Tamagnini C., Alarcòn, E. (1999). Consolidaciòn elastoplàstica con deformaciones finitas: Implementaciòn con elementos finitos y ejemplos numéricos. Revista Internacional de Métodos Numéricos para Càlculo y Diseño en Ingenieria, 15(2):269-296.
  35. Borja R.I., Tamagnini C., Alarcòn E. (1998). Elastoplastic consolidation at finite strain. Part 2: Finite element implementation and numerical examples. Computer Methods in Appl. Mechanics and Engineering, Elsevier, 159:103-122.
  36. Borja R.I., Tamagnini C. (1998). Cam–clay plasticity, Part III. Extension of the infinitesimal model to include finite strains. Computer Methods in Appl. Mechanics and Engineering, Elsevier, 155:73-95.
  37. Borja R.I., Tamagnini C., Amorosi A. (1997). Coupling plasticity and energy–conserving elasticity models for clays. Journ. Geotech. and Geoenv. Engng., ASCE, 123, n. 10, p. 948-957.
  38. Tamagnini C., Calabresi G. (1991). Esperienze sul Consolidamento Elettrosmotico di Terreni Argillosi Teneri. Rivista Italiana di Geotecnica, 15, n. 2, p. 115-136.
  39. Salciarini D., Tamagnini C., Ponziani F., Berni N. (2013). Defining physically-based rainfall thresholds for early warning systems. In C. Margottini et al. (eds.)  Springer Books Series: Landslide Science and Practice, vol. 2, chapter 85, p. 651-657, doi: 10.1007/978-3-642-31445-2_85, Springer-Verlag Berlin Heidelberg 2013.
  40. Ponziani F., Berni N., Stelluti M., Zauri R., Pandolfo C., Brocca L., Moramarco T., Salciarini D., Tamagnini C. (2013) Landwarn: an operative early warning system for landslides forecasting based on rainfall thresholds and soil moisture. In C. Margottini et al. (eds.) Springer Books Series: Landslide Science and Practice, vol. 2, chapter 82, p. 627-634, doi: 10.1007/978-3-642-31445-2_82, Springer-Verlag Berlin Heidelberg 2013.
  41. Tamagnini C., Salciarini D., Ragni R. (2013) Implementation of a 6–dof hypoplastic macroelement in a finite element code. In: Pande G., Pietruszczak S. (eds.) COMGEO III - International Symposium on Computational Geomechanics. Krakov - Poland, 21-23 August 2013, International Centre for Computational Engineering (IC2E).
  42. Ponziani F., Stelluti M., Zauri R., Berni N., Brocca L., Moramarco T., Salciarini D., Tamagnini C. (2012). A near real time scenario at regional scale for the hydrogeological risk. GEOPHYSICAL RESEARCH ABSTRACTS, In: -. Geophysical Research Abstracts. Vienna, 22-27/04/2012, vol. 14.
  43. Berni N., Fanelli G., Ponziani F., Salciarini D., Stelluti M., Tamagnini C. (2012). Forecasting earthquake-induced landslides at the territorial scale by means of PBEE approaches. In: Geophysical Research Abstracts. Vienna, 22-27/04/2012, vol. 14.
  44. M. Breccolotti, A.L. Materazzi, D. Salciarini, C. Tamagnini, F. Ubertini (2011). Vibrations induced by the new underground railway line in Palermo, Italy. Experimental measurements and FE modeling. In: G. De Roeck, G. Degrande, G. Lombaert, G. Muller. Eurodyn 2011 - 8th International Conference on Structural Dynamics. Leuven, Belgium, 4-6 Luglio 2011, p. 719-726.
  45. D. Salciarini, C. Tamagnini, P. Conversini (2011). A simplified approach for rainfall-induced shallow landslide and debris flow hazard assessment. In: Geophysical Research Abstracts. Vienna, 3-8 April, vol. 13, EGU General Assembly.
  46. Salciarini D., Bienen B., Tamagnini C. (2011). A hypoplastic macroelement for shallow foundations subject to six-dimensional loading paths. In: Pande G., Pietruszczak S., Tamagnini C., Wan R.. COMGEO II - International Symposium on Computational Geomechanics. Cavtat - Dubrovnik, Croazia, 27-29 April 2011, International Centre for Computational Engineering (IC2E).
  47. Salciarini D., Bienen B., Tamagnini C. (2011). Un macroelemento a sei gradi di libertà per la modellazione di fondazioni superficiali soggette a percorsi di carico generali. In: Innovazione Tecnologica nell'Ingegneria Geotecnica. Napoli, Italia, 22-24 Giugno 2011, EDIZIONI AGI.
  48. Salciarini D., Tamagnini C., Ponziani F., Berni N. (2011). Defining physically-based rainfall thresholds for early warning systems. In: F. Catani, C. Margottini, A. Trigila, C. Iadanza. Proceedings of the Second World Landslide Forum . Rome, Italy, 3-7 October 2011, ISPRA - Italian National Institute for Environmental Protection and Research.
  49. Ponziani F., Berni N., Stelluti M., Zauri R., Pandolfo C., Brocca L., Moramarco T., Salciarini D., Tamagnini C. (2011). Landwarn: an operative early warning system for landslides forecasting based on rainfall thresholds and soil moisture. In: F. Catani, C. Margottini, A. Trigila, C. Iadanza. Proceedings of the Second World Landslide Forum. Rome, Italy, 3-7 October 2011, ISPRA – Italian National Institute for Environmental Protection and Research.
  50. Jommi C., Cattaneo F., Musso G., Tamagnini C., Salciarini D. (2011). Multiphysics modeling of electrokinetic phenomena in unsaturated fine-grained soils. In: Ronaldo I. Borja. Multiscale and Multiphysics Processes in Geomechanics. Stanford (CA), USA, Giugno 2010, p. 89-92, Springer.
  51. Salciarini D., Tamagnini C. (2011). Effects of the unsaturation on critical rainfall thresholds for shallow landslides. In: AGU Fall Meeting Abstracts. San Francisco, 05-09/12/2011
  52. Grange S, Salciarini D, Kotronis P, C. Tamagnini (2010). A comparison of different approaches for the modelling of shallow foundations in seismic soil-structure interaction problems. In: T. Benz, S. Nordal. NUMGE 2010 - 7th European Conference on Numerical Methods in Geotechnical Engineering. Trondheim, June 2010, p. 405-410, CRC Press.
  53. G. Buscarnera, R. Nova, M. Vecchiotti, C. Tamagnini, D. Salciarini (2010). Settlement analysis of wind turbines. In: R.P. Orense, N. Chouw, M.J. Pender. Soil-Foundation-Structure Interaction. Auckland, November 2009, p. 163-170, Taylor & Francis.
  54. Salciarini D., Tamagnini C., Conversini P. (2009). Numerical approaches for rockfall analysis: a comparison. In: Anderssen, R.S., R.D. Braddock and L.T.H. Newham. 18th World IMACS Congress and MODSIM09 International Congress on Modelling and Simulation. Cairns, Australia, 1317th July 2009, p. 2706-2712, Modelling and Simulation Society of Australia and New Zealand and International Association for Mathematics and Computers in Simulation.
  55. Salciarini D., Conversini P., Tamagnini C. (2009). A comparison between numerical approaches for rockfall analysis. In: Geophysical Research Abstracts. Vienna, 19-24/04/2009, vol. 10.
  56. Salciarini D., Tamagnini C. (2009). A hypoplastic macroelement for shallow foundations on sands. In: G. Pande, S. Pietruszczak, C. Tamagnini, R. Wan. International Symposium on Computational Geomechanics - COMGEO I. Juan Les Pins, France, April/May 2009, International Centre for Computational Engineering (IC2E), ISBN: 9780951038048.
 
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