Modelling of diffuse failure mechanisms of catastrophic landslides

Computer Methods in Applied Mechanics and Engineering

Volumn 193, Issue 27-29, 2004, Pages 2911-2939

  Fernandez Merodo, J A ^a,b   Pastor, M ^a,b   Mira, P ^a,b   Tonni, L ^c   Herreros, M I ^a,b   Gonzalez, E ^a,b   Tamagnini, R ^d  

^a Centro de Estudios y Experimentacion de Obras Publicas   (Spain)

^b Escuela Tecnica Superior de Ingenieros de Caminos Canales y Puertos   (Spain)

^c UNIVERSITY OF BOLOGNA   (Italy)

^d SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

Bonded geomaterials; Diffuse failure; Finite element analysis; Implicit integration; Landslides; Liquefaction

Indexed keywords

CONVERGENCE OF NUMERICAL METHODS; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; GEOSYNTHETIC MATERIALS; LIQUEFACTION; PARTIAL DIFFERENTIAL EQUATIONS; PLASTICITY; SAND; STRESSES;

CATASTROPHIC LANDSLIDES; EULERIAN APPROACH; MATASTABLE STRUCTURES; MECHANICAL COLLAPSE;

LANDSLIDES;

FINITE ELEMENT METHOD; LANDSLIDE; LIQUEFACTION; SLOPE FAILURE; SOIL DYNAMICS;

EID: 2442583024     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cma.2003.09.016     Document Type: Article

References (35)

1. Dikau R. Brundsen D. Schrott L. Ibsen M.L. Landslide Recognition 1996 John Wiley and Sons
2. Vardoulakis I. Sulem J. Bifurcation Analysis in Geomechanics 1995 Blakie Academic and Professional
3. M. Pastor, C. Tamagnini (Eds.), Numerical Modelling in Geomechanics, Revue Française du génie civil, Hermes-Lavoisier, Paris, vol. 6, 2002
4. P. Mira, Análisis por elementos finitos de problemas de rotura de geomateriales, Ph.D. thesis, Universidad Politécnica de Madrid, Madrid, 2002
5. Pastor M. Quecedo M. Fernández Merodo J.A. Herreros M.I. González E. Mira P. Modelling tailing dams and mine waste dumps failures Geotechnique 52 8 2002 579-591
6. J.A. Fernández Merodo, Une Approche a la modelisation des glissements et des effonfrements de terrains: Initiation et Propagation, Ph.D. thesis, Ecole Centrale de Paris, December 2001
7. Darve F. Laouafa F. Constitutive equations and instabilities of granular materials Capriz G. Ghionna V.N. Giovine P. Modeling and Mechanics of Granular and Porous Materials 2002 3-44 Birkhäuser
8. Biot M.A. General theory of three-dimensional consolidation J. Appl. Phys. 12 1941 155-164
9. Biot M.A. Theory of elasticity and consolidation for a porous anisotropic solid J. Appl. Phys. 26 1955 182-185
10. Zienkiewicz O.C. Chang C.T. Bettess P. Drained, undrained, consolidating dynamic behaviour assumptions in soils Geotechnique 30 1980 385-395
11. Zienkiewicz O.C. Shiomi T. Dynamic behaviour of saturated porous media: The generalised Biot formulation and its numerical solution Int. J. Num. Anal. Methods Geomech. 8 1984 71-96
12. Zienkiewicz O.C. Chan A.H.C. Pastor M. Paul D.K. Shiomi T. Static and dynamic behaviour of soils: A rational approach to quantitative solutions. I. Fully saturated problems Proc. R. Soc. Lond. A 429 1990 285-309
13. Zienkiewicz O.C. Xie Y.M. Schrefler B.A. Ledesma A. Bicanic N. Static and dynamic behaviour of soils: A rational approach to quantitative solutions. II. Semi-saturated problems Proc. R. Soc. Lond. A 429 1990 311-321
14. Zienkiewicz O.C. Chan A.H.C. Pastor M. Schrefler B. Shiomi T. Computational Geomechanics 2000 John Wiley and Sons
15. Lewis R.L. Schrefler B.A. The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media 1998 John Wiley and Sons
16. Coussy O. Mechanics of Porous Media 1995 John Wiley and Sons Chichester
17. de Boer R. Theory of Porous Media 2000 Springer-Verlag Berlin
18. A.H.C. Chan, A unified finite element solution to static and dynamic geomechanics problems, Ph.D. dissertation, University collège of Swansea, Wales, 1988
19. Katona M.G. Zienkiewicz O.C. A unified set of single-step algorithms, Part 3: The beta-m method, a generalisation of the Newmark scheme Int. J. Num. Methods Engrg. 21 1985 1345-1359
20. Zienkiewicz O.C. Taylor R.L. The Finite Element Method (4th ed.), vol. 2 1991 McGraw-Hill
21. Sloan S.W. Randolph M.F. Numerical prediction of collapse loads using finite element methods Int. J. Numer. Anal. Methods Geomech. 6 1982 47-76
22. Pastor M. Quecedo M. Zienkiewicz O.C. A patch test for mesh alignment effects in localized failure Commun. Numer. Methods Engrg. 11 1995 1015-1024
23. Pastor M. Li T. Liu X. Zienkiewicz O.C. Stabilized low order finite elements for failure and localization problems in undrained soils and foundations Comput. Methods Appl. Mech. Engrg. 174 1999 219-234
24. Mira P. Pastor M. Li T. Liu X. A new stabilized enhanced strain element with equal order of interpolation for soil consolidation problems Comput. Methods Appl. Mech. Engrg. 192 2003 37-38 and 4257-4277
25. Pastor M. Zienkiewicz O.C. Chan A.H.C. Generalized plasticity and the modelling of soil behaviour Int. J. Numer. Anal. Methods Geomech. 14 1990 151-190
26. Gens A. Nova R. Conceptual bases for a constitutive model for bonded soils and weak rocks Proceedings of International Symposium on Geotechnical Engineering of Hard Soils-Soft Rocks 1993 485-494 Balkema Rotterdam
27. Lagioia R. Nova R. An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression Geotechnique 45 4 1995 633-648
28. L. Tonni, Modellazione numerica del comportamento di terreni granulari con la Plasticità Generalizzata. Ph.D. thesis, Politecnico di Torino, 2002
29. O.M. Heeres, R. de Borst, Implicit integration of standard and non-standard elasto-plastic models, ECCOMAS 2000, September 2000, Barcelona (Spain), pp. 11-14
30. Crisfield M.A. Non-Linear Finite Element Analysis of Solids and Structures, vol. 1-2: Essentials 1991 John Wiley and Sons
31. Runesson K. Samuelsson A. Aspects on numerical techniques in small deformation plasticity Middleton J., et-al. NUMETA 85, Numerical Methods in Engineering: Theory and Applications vol. 1 1985 337-348 A.A. Balkema Rotterdam
32. Simo J.C. Taylor R.L. Consistent tangent operators for rate-independent elastoplasticity Comput. Methods Appl. Mech. and Engrg. 48 1985 101-118
33. Quecedo M. Pastor M. Herreros M.I. Fernandez Merodo J.A. Numerical modelling of the propagation of fast landslides using the finite element method Int. J. Num. Meth. Eng. 59 2004 755-794
34. Bishop A.W. The stability of tips and spoil heaps Quart. J. Engrg. Geol. 6 1973 335-376
35. L. Calembert, R. Dantinne, The avalanche of ash at Jupille (Liege) on February 3rd, 1961. From: The commemorative volume dedicated to Professeur F. Campus, Liége, Belgium, 1964, pp. 41-57