Onate at 11:59, 26 April 2019

2019-04-26T11:59:48Z

Cinmemj: Cinmemj moved page Draft Samper 942474235 to Salazar et al 2016b

2019-04-25T08:54:45Z

Cinmemj moved page Draft Samper 942474235 to Salazar et al 2016b

Cinmemj at 08:53, 25 April 2019

2019-04-25T08:53:55Z

Cinmemj: Created page with "==1 Title, abstract and keywords

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-Published in ''Int. J. Numer. Anal. Meth. Geomech.'' Vol. 40 (6), pp. 809-826, 2016<br />
+Published in ''Int. J. Numer. Anal. Meth. Geomech.'', Vol. 40 (6), pp. 809-826, 2016<br />
 DOI: 10.1002/nag.2428
 == Abstract ==
 Landslide‐generated impulse waves may have catastrophic consequences. The physical phenomenon is difficult to model because of the uncertainties in the kinematics of the mobilised material and to the intrinsic complexity of the fluid–soil interaction. The particle finite element method (PFEM) is a numerical scheme that has successfully been applied to fluid–structure interaction problems. It uses a Lagrangian description to model the motion of nodes (particles) in both the fluid and the solid domains (the latter including soil/rock and structures). A mesh connecting the particles (nodes) is re‐generated at every time step, where the governing equations are solved. Various constitutive laws are used for the sliding mass, including rigid solid and the Newtonian and non‐Newtonian fluids. Several examples of application are presented, corresponding both to experimental tests and to actual full‐scale case studies. The results show that the PFEM can be a useful tool for analysing the risks associated with landslide phenomena, providing a good estimate to the potential hazards even for full‐scale events.

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+Published in ''Int. J. Numer. Anal. Meth. Geomech.'' Vol. 40 (6), pp. 809-826, 2016<br />
-Provide a maximum of 6 keywords, and avoiding general and plural terms and multiple concepts (avoid, for example, 'and', 'of'). Be sparing with abbreviations: only abbreviations firmly established in the field should be used. These keywords will be used for indexing purposes.
+Landslide‐generated impulse waves may have catastrophic consequences. The physical phenomenon is difficult to model because of the uncertainties in the kinematics of the mobilised material and to the intrinsic complexity of the fluid–soil interaction. The particle finite element method (PFEM) is a numerical scheme that has successfully been applied to fluid–structure interaction problems. It uses a Lagrangian description to model the motion of nodes (particles) in both the fluid and the solid domains (the latter including soil/rock and structures). A mesh connecting the particles (nodes) is re‐generated at every time step, where the governing equations are solved. Various constitutive laws are used for the sliding mass, including rigid solid and the Newtonian and non‐Newtonian fluids. Several examples of application are presented, corresponding both to experimental tests and to actual full‐scale case studies. The results show that the PFEM can be a useful tool for analysing the risks associated with landslide phenomena, providing a good estimate to the potential hazards even for full‐scale events.
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← Older revision	Revision as of 08:54, 25 April 2019
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Salazar et al 2016b - Revision history

Onate at 11:59, 26 April 2019

Cinmemj: Cinmemj moved page Draft Samper 942474235 to Salazar et al 2016b

Cinmemj at 08:53, 25 April 2019

Cinmemj: Created page with "==1 Title, abstract and keywords