Modelling of fast catastrophic landslides and impulse waves induced by them in fjords, lakes and reservoirs

Engineering Geology

Volumn 109, Issue 1-2, 2009, Pages 124-134

  Pastor, M ^a,b   Herreros, I ^a,b,c   Fernandez Merodo J A ^a,b,c   Mira, P ^a,b   Haddad, B ^a,b,d   Quecedo, M ^b   Gonzalez E ^b   Alvarez Cedron C ^b   Drempetic, V ^b  

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

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

^c UNIVERSIDAD REY JUAN CARLOS   (Spain)

^d UNIVERSITY OF CASTILLA LA MANCHA   (Spain)

Author keywords

Constitutive modeling; Finite elements; Generalized plasticity; Landslides; Level set; Numerical modeling; Smooth particle hydrodynamics; Waves in reservoirs

Indexed keywords

CONSTITUTIVE MODELING; FINITE ELEMENTS; GENERALIZED PLASTICITY; LEVEL SET; NUMERICAL MODELING; SMOOTH PARTICLE HYDRODYNAMICS;

FLUID DYNAMICS; FLUIDIZATION; GEOLOGIC MODELS; HYDRODYNAMICS; LANDSLIDES; LEVEL MEASUREMENT; PLASTICITY; RESERVOIRS (WATER); SET THEORY; SOILS; WATER ANALYSIS;

PHASE INTERFACES;

ALGORITHM; CONSTITUTIVE EQUATION; FINITE ELEMENT METHOD; FJORD; HYDRODYNAMICS; LAKE WATER; LANDSLIDE; NUMERICAL MODEL; PORE PRESSURE; RESERVOIR; WATER WAVE; WAVE PROPAGATION;

EID: 70349783900     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2008.10.006     Document Type: Article

References (36)

1. Bagnold R.A. Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear. Proceedings of the Royal Society of London 225A (1954) 49-63
2. In: Cambou B., and di Prisco C. (Eds). Constitutive Modelling of Geomaterials (2000), Hermes, Paris
3. Chen C.L., and Ling C.H. Granular-flow rheology: role of shear-rate number in transition regime. Journal of Engineering Mechanics ASCE 122 5 (1996) 469-481
4. Darve F., and Laouafa F. Modelling of slope failure by a material instability mechanism. Computers and Geotechnics 29 (2001) 301-325
5. De Boer R. Theory of Porous Media (2000), Springer-Verlag, Berlin
6. Desai C.S., and Siriwardane H.J. Constitutive Laws for Engineering Materials with Emphasis on Geological Materials (1984), Prentice Hall
7. Dikau R., Brundsen D., Schrott L., and Ibsen M.L. Landslide Recognition (1996), John Wiley and Sons
8. Coussy O. Mechanics of Porous Media (1995), John Wiley and Sons, Chichester
9. Fernández Merodo J.A., Pastor M., Mira P., Tonni L., Herreros Ma.I., González E., and Tamagnini R. Modelling of diffuse failure mechanisms of catastrophic landslides. Computer Methods in Applied Mechanics and Engineering 193 (2004) 2911-2939
10. Fritz H.M., Hager W.H., and Minor H.-E. Lituya Bay case: rockslide impact and wave run-up. Science of Tsunami Hazards 19 1 (2001) 3-22
11. Harbitz C.B., Pedersen G., and Gjevik B. Numerical simulations of large water waves due to landslides. Journal of Hydraulic Engineering ASCE 133 2 (1993) 208-216
12. Hutter K., and Koch T. Motion of a granular avalanche in an exponentially curved chute: experiments and theoretical predictions. Philosophical Transactions- Royal Soceity Part A 334 (1991) 93-138
13. Kolymbas D. Modern Approaches to Plasticity (1993), Elsevier
14. Kolymbas D. Introduction to Hypoplasticity, A.A.Balkema Rotterdam (2000)
15. Koutitas C.G. Finite element approach to waves due to landslides. Journal of Hydraulic Engineering ASCE 103 9 (1977) 1021-1029
16. Lewis R.L., and Schrefler B.A. The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media (1998), John Wiley and Sons
17. Malvern L.E. Introduction to the Mechanics of a Continuous Medium (1969), Prentice Hall
18. Miller D.J. Giant Waves in Lituya Bay, Alaska. Geological Survey Professional Paper 354-C (1960), U.S. Goverment Printing Office, Washington D.C
19. Noda E. Water waves generated by landslides, J. Wtrwy., Harb. and Coast. Engineering Division ASCE 96 4 (1970) 835-855
20. Pastor M., Zienkiewicz O.C., and Leung K.H. Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands. International Journal for Numerical and Analytical Methods in Geomechanics. 9 (1985) 477-498
21. Pastor M., Zienkiewicz O.C., and Chan A.H.C. Generalized plasticity and the modelling of soil behaviour. International Journal for Numerical and Analytical Methods in Geomechanics 14 (1990) 151-190
22. Pastor M., Quecedo M., González E., Herreros I., Fernández Merodo J.A., and Mira P. Modelling of landslides (II) propagation. In: Darve F., and Vardoulakis I. (Eds). Degradation and Instabilities in Geomaterials (2004), Springer, Wien New York
23. Quecedo M., Pastor M., and Herreros M.I. Numerical modelling of impulse wave generated by fast landslides. International Journal for Numerical Methods in Engineering 59 (2004) 1633-1656
24. Sethian J.A. Level Set Methods. Evolving Interfaces in Geometry, Fluid Mechanics, Computer Vision, and Material Science (1996), Cambridge University Press
25. Slingerland R.L., and Voight B. In: Voight B. (Ed). Occurrences, Properties, and Predictive models of Landslide-generated Water Waves, Developments in Geotechnical Engineering, 14B (1979), Elsevier, Amsterdam 317-397
26. Sussman M., Smeraka P., and Osher S. A level-set approach for computing solutions to incompressible two-phase flow. Journal of Computational Physics. 114 (1994) 146-159
27. Tamagnini R., and Pastor. A thermodynamically based model for unsaturated soils: a new framework for generalized plasticity. Proc 2nd Intl. Workshop on Unsaturated Soils (2004), Capri
28. In: Vardoulakis I., and Mira P. (Eds). Failure, Degradation and Instabilities in Geomaterials (2004), Hermes-Lavoisier, Paris
29. Zienkiewicz O.C., and Mroz Z. In: Desai C.S., and Gallaher R.H. (Eds). Generalized Plasticity Formulation and Application to Geomechanics, Mechanics of Engineering Materials (1984), John Wiley and Sons
30. Zienkiewicz O.C., and Shiomi T. Dynamic behaviour of saturated porous media: the generalised Biot formulation and its numerical solution. International Journal for Numerical and Analytical Methods in Geomechanics 8 (1984) 71-96
31. Zienkiewicz O.C., and Taylor R.L. The Finite Element Method vol. 2 (2000), Butterworth and Heinemann
32. Zienkiewicz O.C., Leung K.H., and Pastor M. A simple model for transient soil loading in earthquake analysis. I: basic model and its application. International Journal for Numerical and Analytical Methods in Geomechanics 9 (1985) 953-976
33. Zienkiewicz O.C., Chan A.H.C., Pastor M., Paul D.K., and Shiomi T. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. I. Fully saturated problems. Proceedings of the Royal Society of London Part A 429 (1990) 285-309
34. Zienkiewicz O.C., Xie Y.M., Schrefler B.A., Ledesma A., and Bicanic N. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems. Proceedings of the Royal Society of London Part A 429 (1990) 311-321
35. Zienkiewicz O.C., Chan A.H.C., Pastor M., Shrefler B.A., and Shiomi T. Computational Geomechanics (1999), John Wiley and Sons
36. Zweifel A., Zuccalà D., and Gatti D. Comparison between computed and experimentally generated impulse waves. Journal of Hydraulic Engineering ASCE 119 12 (2007) 1325-1342