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• Barnichon JD (1998) Finite element modelling in structural and petroleum geology. PhD thesis, Université de Liège, p 264.
• Bilotta E, Cascini L, Foresta V, Sorbino G (2005) Geotechnical characterization of pyroclastic soils involved in huge flowslides. Geotech Geol Eng 23: 365-402.
• Cascini L, Cuomo S, Guida D (2008) Typical source areas of May 1998 flow-like mass movements in the Campania region, Southern Italy. Eng Geol 96: 107-125.
• Cascini L, Cuomo S, Pastor M (2008b) The role played by mountain tracks on rainfall-induced shallow landslides: a case study. In: Sànchez-Marrè M, Béjar J, Comas J, Rizzoli AE, Guariso G (eds) Proceedings of the iEMSs fourth biennial meeting: international congress on environmental modelling and software (iEMSs 2008). 7-10 July 2008, Barcelona, Spain, pp 1484-1491.
• Cascini L, Cuomo S, Pastor M, Sorbino G (2010) Modeling of rainfall-induced shallow landslides of the flow-type. ASCE Journal of Geotechnical and Geoenvironmental Engineering 1: 85-95.
• Chu J, Leroueil S, Leong WK (2003) Unstable behaviour of sand and its implications for slope instability. Can Geotech J 40: 873-885.
• Cuomo S (2006) Geomechanical modelling of triggering mechanisms for flow-like mass movements in pyroclastic soils. PhD dissertation at the University of Salerno, Italy, p 274.
• Darve F, Laouafa F (2000) Instabilities in granular materials and application to landslides. Mech Cohesive Frict Mater 5(8): 627-652.
• Darve F, Servant G, Laouafa F, Khoa HDV (2004) Failure in geomaterials: continuous and discrete analyses. Comput Methods Appl Mech Eng 193(27-29): 3057-3085.
• Dufour F, Pijaudier-Cabot G (2005) Numerical modeling of concrete flow. Homogeneous approach. Int J Numer Anal Meth Geomech 29(4): 395-416.
• Duncan JM (1996) State of the art: limit equilibrium and finite element analysis of slopes. J Geotech Eng 122(7): 557-596.
• Faug T, Caccamo P, Chanut B (2011) Equation for the force experienced by a wall overflowed by a granular avalanche: experimental verification. Phys Rev E 84: 051301, 1-18.
• Favier L, Daudon D, Donzé FV, Mazars J (2009) Predicting the drag coefficient of a granular flow using the discrete element method. J Stat Mech Theory Exp. doi: 10. 1088/1742-5468/2009/06/P06012.
• Fukagawa R, Sako K, Bui HH, Wells JC (2011) Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH). Geotechnique 61(7): 565-574.
• Geoslope (2005) "User's guide." GeoStudio 2004, Version 6. 13. Geo-Slope Int. Ltd. Calgary, Canada.
• Hungr O (2004) Flow slides and flows in granular soils. In: Proceedings of the international workshop "Flows 2003-occurrence and mechanisms of flows in natural slopes and earthfill", Sorrento, Patron.
• Janbu N (1954) Stability analysis of slopes with dimensionless parameters. Harvard Soil Mechanic Series, n°46.
• Laouafa F, Darve F (2002) Modelling of slope failure by a material instability mechanism. Comput Geotech 29: 301-325.
• Leroueil S (2001) Natural slopes and cuts: movement and failure mechanisms. Geotechnique 51(3): 197-243.
• Leroueil S (2004) Geotechnics of slopes before failure. In: Lacerda WA, Ehrlich M, Fontoura SAB, Sayao ASF (eds) Landslides: evaluation and stabilization, vol 1, pp 863-884.
• Michalowski RL (2002) Stability charts for uniform slopes. ASCE's J Geotech Geoenviron Eng 4: 351-355.
• Moresi L, Dufour F, Mühlhaus H-B (2002) Mantle convection modeling with viscoelastic/brittle lithosphere: numerical methodology and plate tectonic modeling. Pure Appl Geophys 159(10): 2335-2356.
• Moresi LN, Dufour F, Muhlhaus H-B (2003) A Lagrangian integration point finite element method for large deformation modelling of viscoelastic geomaterials. J Comput Phys 184: 476-497.
• Morgenstern NR, Price VE (1967) A numerical method for solving the equations of stability of general slip surfaces. Comput J 9: 388-393.
• Mühlhaus H-B, Moresi L, Hobbs B, Dufour F (2002) Large amplitude folding in finely layered viscoelastic rock structures. Pure Appl Geophys 159(10): 2311-2333.
• Pastor M, Fernandez-Merodo JA, Gonzalez E, Mira P, Li T, Liu X (2004) Modelling of landslides: (I). Failure mechanisms. In: Darve F, Vardoulakis I (eds) Degradations and instabilities in geomaterials, CISM Course and Lectures No. 461. Springer, Berlin, pp 287-317.
• Pastor M, Haddad B, Sorbino G, Cuomo S, Drempetic V (2009) A depth-integrated, coupled SPH model for flow-like landslides and related phenomena. Int J Numer Anal Meth Geomech 33: 143-284.
• Roussel N, Geiker MR, Dufour F, Thrane LN, Szabo P (2007) Computational modeling of concrete flow: general overview. Cem Concr Res 37(9): 1298-1307.
• Sladen JA, D'Hollander RD, Krahn J (1985) The liquefaction of sands, a collapse surface approach. Can Geotech J 22: 564-578.
• Sulsky D, Zhou S-J, Schreyer HL (1995) Application of a particle-in-cell method to solid mechanics. Comput Phys Comm 87: 236-252.
• Taylor DW (1937) Stability of earth slopes. J Boston Soc Civil Eng 243. Reprinted in: Contributions to Soil Mechanics 1925 to 1940, Boston Society of Civil Engineers, pp 337-386.
• van Eekelen HAM (1980) Isotropic yield surfaces in three dimensions for use in soil mechanics. Int J Numer Anal Methods Geomech 4(1): 89-101.